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  • Articles  (4,440)
  • Wiley-Blackwell  (4,337)
  • Emerald  (103)
  • Annual Reviews
  • 1990-1994  (3,027)
  • 1980-1984  (1,413)
  • Technology  (4,440)
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  • Articles  (4,440)
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  • 1
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 18-26 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Literature of trauma in the workplace after an organizationalcatastrophe often focuses on various aspects of a critical incidentwhere data are more readily available because of organizational "pressurepoints" - public relations, technology and the financial impact of adisaster on a corporation. Highlights the fact that external publicrarely express concern or even interest in the mental health of workersin an organization perceived as being responsible for a catastrophe.Provides results from recently published studies that reveal workersexperience some trauma after a critical incident, ranging from milddepression, to the onset of manic disease, to suicidal thoughts.Scrutinizes the impact on departmental and organizational morale,production and sustainability of key projects to comprehend theorganizational behaviour dimension of critical incidents in anappropriate context. Overviews the relationship of organizationalbehaviour to crisis management and analyses the impact of trauma uponworkers at one department of large oil exploration company operating inAlaska. Reaches beyond anecdotal surveys to include an analysis ofemployee turnover in the immediate department of that company after fourworkers had been badly injured in a serious industrial accident. Resultssuggest attention must be paid to stress and trauma by employees whowitness organizational catastrophes.
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  • 2
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 17-26 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Monitoring air, water and soil contamination by means of animals,plants, fungi and bacteria is increasingly in demand for assessingenvironmental quality, environmental impacts, and health and safety. Itis essential that environmental monitoring by bioassays is crediblybased on standardized procedures and on substantial scientific evidencewhich should include background measurements to establish baseline data.Cites case studies involving the use of organisms for monitoring heavymetals and radionuclides in order to demonstrate such proceduralpre-requisites in environmental surveillance.
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  • 3
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 16-23 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Looks at major disasters and the steps taken to limit the problems whichhave and may occur, by an adequate training resource. Looks inparticular at oil-rig disasters such as Piper Alpha, Ekofisk, AleksanderKjelland and Ocean Ranger all of which had contributory shortcomingsenhanced by management on-and off-shore. Reinforces the concepts that anemergency response or contingency plan must provide the basis foremergency training, and that training for the 1990s will be insimulators.
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  • 4
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 33-36 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Have disasters become more frequent and more severe? We often assumethat they have but a review of the evidence does not support this view,so far as the oil and chemical industries are concerned. In the 1970sthe size of the chemical industry doubled but the number and frequencyof accidents killing five or more people remained constant. However, inthe 1980s, although the frequency remained the same there were moremajor incidents and more people died. Two forgotten, nineteenth centurydisasters, which resulted, like Hillsborough (1989), from the failure ofcrowd control, are described.
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  • 5
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 15-22 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: There is sometimes a divergence of opinion between scientists and thegeneral public on the acceptability of the risk associated with anindustrial project. This divergence has sometimes been attributed to alack of understanding of scientific issues on the part of the generalpublic. Attempts to gain acceptance have therefore centred on publiceducation or information campaigns. Scientific assessment of riskconcentrates on the parameters of probability and severity. Thephenomenon of the issue-attention cycle demonstrates, however, thatperceived risk can vary without the probability or severity changing,indicating that there is a third factor which is a major determinant ofperceived or subjective risk. This is the salience of the issue. Thecomplexity of modern society makes it impossible to evaluate all risksobjectively. In everyday life heuristics, or rules of thumb, aretherefore used to evaluate those risks which have the greatest effect inour personal environment. The process of making the public aware of anissue which needs to be evaluated in this way is referred to as "agendasetting".
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  • 6
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 61-67 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Assesses the capability of dealing with all the issues resulting from amajor incident. Looks at some ways to develop and improve managementcapability and success in introducing and working with an IncidentCommand System. This also helps company staff to heighten theirawareness of the importance of safety and environmental protection.
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  • 7
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 49-58 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Draws attention to contextual variables in the development andmanagement of safety cultures. Examines the relationship betweencorporate culture change and safety management and considers theimplications for safety of the manipulation of values and beliefs aspart of corporate motivation. Considers the extent to which thedevelopment of a safety culture is compatible with the development of acorporate culture. Examines the following areas, the pursuit of order,conflict and contradiction, rhetoric and taken-for-granted assumptions,in order to challenge cosmetic approaches to safety management.Indicates the importance of recognizing that some information defiesdata capture and gives attention to the irrational aspects of systems.Isolates issues for management in the perception and promotion of safetyand offers current examples of good practice.
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  • 8
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 27-31 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Coping style has been examined across a variety of stressful encounters,but surprisingly little is known about coping in the emergency ordisaster context. Examines coping strategies and impact of events inemergency workers who generally have not been exposed to major events inthe course of their emergency role. The profile of scores suggests thatemergency workers are problem-focused and are less inclined to assuageproblems through emotion-focused coping, thus supporting the popularnotion of emergency workers as task-oriented and committed to action.Discusses the extent to which this profile may enhance wellbeing andprevent stress symptoms following emergency events.
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  • 9
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 24-32 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Major disasters make very newsworthy stories - not only because they areunusual events but because of the human interest angle. No matter howhorrific the circumstances, the public seems to be fascinated by otherpeople's misfortunes and the press and broadcasting media know it. Themanner of coverage and reporting often leads to criticism that the mediawere intrusive and lacking in sensitivity, as in the live filming of theHillsborough disaster. The press and broadcasting agencies argue thatthey have a right to report and comment on matters of public interest.Moreover, they feel that matters of discretion and good taste should beleft to them. This calls for good relationships between the authoritiesand the media. The aim should be to give accurate information and assistreporters where possible, provided that the judicial process is notcompromised, operations are not hampered and there is no invasion ofprivacy. In return, there are many ways in which the media can help theauthorities, for example by broadcasting messages, providing photographsand newsreel film to assist enquiries and training personnel asspokespersons. Such co-operation is likely to be achieved throughsensible policies and good, workable press arrangements.
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  • 10
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 47-60 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Emergency planning in the UK is inadequate, disorganized andinefficient. Recent changes have the capacity to worsen the situation byfurther fragmenting the organization while reducing funding at a timewhen it needs to be increased. Suggests reorganization using a centralagency as a controlling and co-ordination organization, and proposesthat this could be achieved without excess additional cost by reducingthe duplication of work currently undertaken.
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  • 11
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 23-27 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: The Nuclear Industry Road Emergency Response Plan is a mutual aid schemeinvolving the major companies in the nuclear industry. The arrangementswere developed to provide a response in the event of an incident oraccident involving the road transport of nuclear material by theparticipants in the scheme. The aim of the scheme is to achieve a rapidand effective response to any incident involving a radioactive packagein transit by road.
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  • 12
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 7-15 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Discusses the development of Price Waterhouse's business continuityplan. Points out the theory that businesses which are prepared for theworst (cites the Bishopsgate and Baltic Exchange in London, explosions)can survive the heaviest blow whereas those which are not, do not. Theperiod of recovery will therefore be shorter and only minimal impact onbusiness will occur.
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  • 13
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 37-41 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Currently, legislation relating to hazardous sites is becoming morerigorous, with the exception of nuclear installations and these arebeing addressed. A particular facet of accidents at nuclearinstallations involving radioactivity is potassium iodate prophylaxis asa counter measure. Effective distribution of stable iodine is important,with early issue to an affected populace critical. Present arrangementsare unsatisfactory in that the Police Service is the principal agencyfor such distribution, with other agencies, for example the HealthService, acting in support. There is limited pre-distribution todesignated sites, but the practice varies throughout the country.Considerable thought has been given to the matter of an effectivedistribution process with the possibility shortly of guidance. It isunclear what arrangements will be in the future for this distributionand the matter will have to be treated with considerable care, bearingin mind the sensitivity of this subject as far as the public isconcerned.
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  • 14
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 66-71 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Co-ordination is seen as a key element in UK disaster-response planning,although the term is used synonymously with co-operation and liaison byboth the Home Office and the organizations involved. This lack ofclarity shows the ad hoc nature of both the legislation and managementpractices governing the response. Argues that, as a result,co-ordination may be an inappropriate goal; co-operation may bepreferable and more accessible. Highlights key elements influencingcurrent trends, together with practical and theoretical issues from themove towards a simplified response. Concludes that co-ordination byfeedback will continue to dominate because it is in accord with pastpractice. This will ensure that co-ordination is both confined tospecific functions and used as a general exhortation, even thoughco-operation may be a more accurate description of the key element in UKdisaster response.
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  • 15
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 44-60 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: In February 1990 severe storms hit most of Britain, and in Towyn, aseaside resort in North Wales - the effects were dramatic. The force ofthe sea caused a breach in the sea defences which resulted inlarge-scale flooding affecting in the region of 2,400 properties andcausing in the biggest evacuation to take place in Britain since thewar. The disaster had not been anticipated by the local authority and noone had experience of dealing with this scale of event. As with mostdisasters, a large number of people were involved and scores oforganizations carried out a multitude of tasks under difficultcircumstances. Many of the problems were long-term, especially thosedealing with stress and aftercare. Despite the complexity and scale ofthe tasks the local authority, working with other organizations,successfully dealt with this disaster. Addresses some of the manyproblems faced at Towyn and examines the management systems and networksystems which evolved to deal with this event.
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  • 16
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 27-32 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Between 18 January and 28 February 1991, Iraq fired 39 Scud missiles atIsraeli cities in 19 separate attacks. They caused extensive propertydamage but fewer casualties than anticipated. Statistical evidence ofserious psychiatric reactions to the war experience both immediately andafter a delay of several months is sought, based on official Ministry ofHealth morbidity records for psychiatric facilities over the thee-yearperiod, 1990-1992. Psychiatric admissions data produced no statisticalsupport for the thesis that the Gulf War and missile attacks causedextensive long-term stress.
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  • 17
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 6-16 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Estimating the needs for psychosocial intervention in the wake of massemergencies is closely linked to the sharp controversy over theemotional impact of traumatic events. Briefly reviews some of the majorpositions on this issue to provide background for main discussion. Inthe USA especially, there have been attempts to incorporateepidemiological-community-oriented indicators of impact and not to relyexclusively on clinical diagnosis. There are still questions aboutthese formulas. Despite limitations of the predictive formulas,learning from these attempts in another country could contribute toimproving Israeli emergency psychosocial services, should they again berequired. Such formulations could also be developed through applicationto various circumstances.
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  • 18
    Electronic Resource
    Electronic Resource
    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 33-48 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Safety performance on the UK continental shelf is normally of a highstandard, although there are still many "minor" accidents. However, acomparative analysis reveals that major disasters in the North Sea haveforced up fatality statistics, indicating that there is a need forimprovement. The Cullen Report on the Piper Alpha disaster and theensuing Safety Case Regulations are evaluated in light of safetyperformance. While the regulations are a major step in the rightdirection, apparently there are gaps in the provision. Such gaps cannotbe filled solely by following the principles of total qualitymanagement. Problems with the regulations include the fundamentalapproach to public inquiries, the problems of objective versusprescriptive regulations, technological bias, the behaviour ofmanagement and management systems, communication problems, difficultieswith quantitative risk assessment, key concepts within the regulations(ALARP and acceptance), change management, the nature of safetymanagement systems and ignoring the natural environment.
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  • 19
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 59-80 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Examines a progression of theoretical and practical approaches to thejob of strategic leadership and explains why these approaches are bothmanagers and creators of increasingly chaotic and dangerousorganizational/societal situations. Argues that a new paradigm formanagement strategy is required-one which underpins behaviour ofopposing dimensions to the existing mainstream paradigm for managementbut which also harnesses beneficial aspects of the traditional paradigm.
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  • 20
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 42-46 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Observes one local borough's handling of emergency information in casesof crisis. Looks at the organizational aspects and in particular to howspecialized personnel can be brought into play - using a control centreand a liaison controller. Goes on to show how this would be used and thetasks of the principles involved.
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  • 21
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 61-65 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Compares the different types of local authorities within the UnitedKingdom and the various duties imposed on them by statute or morals.Outlines the history of emergency planning in general and shows howlocal authorities become involved. Reviews the facilities and supportavailable to the emergency services from these authorities. Detailsthese in departmental form, including Works and Services; Education;Welfare and Social Services; Libraries; Housing; and EnvironmentalHealth. Outlines the services provided: supply of transport, equipment,plant and personnel; the identification, designation and preparation ofpremises for use as survivor reception, rest, relatives, or mediacentres or as temporary mortuaries; and the provision of trauma andbereavement counselling and co-ordination of volunteer services.Concludes with a discussion of the restoration phase: the setting up andmanagement of trust funds; siting and erection of memorials; andre-establishment of the incident site.
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  • 22
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 28-43 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: The UK's Control of Industrial Major Accident Hazards (CIMAH)Regulations 1984 implement the European Communities "Seveso" Directive(82/501/EEC). Central to these regulations are requirements formanufacturers in control of qualifying activities which meet certainindicative criteria or involve specific dangerous substances in anindustrial activity to provide evidence which identifies the majoraccident hazards from their activities and which shows that they havetaken adequate steps to prevent such major accidents and to limit theirconsequences to people and the environment. Provides background to apresentation at "Disaster '93" which will outline the environmentalaspects of CIMAH with particular reference to the technical difficultiesand current research work involved in the assessment of major accidentsto the environment.
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  • 23
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 7-17 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: A three-person field team devoted four days to gathering data inAndover, Kansas, USA, after a tornado devastated the Golden Spur MobileHome Park on 26 April 1991. They sought to assess the extent to whichthe media's reporting of the local emergency management team's responseto the disaster influenced the team's subsequent decisions. Theresearchers functioned as participant observers in the emergencyoperating centre (EOC), informally interviewed principal EOC members andmedia personnel, and obtained copies of media news stories (televisionand newspaper) which reported on the organizational response to thedisaster. Assesses the observation and interview data as well as thecontent analysis of the news stories and suggests that the EOC teamdevoted a considerable portion of their time to responding to thenegative press they received centring around two issues: pre-impactwarning and post-impact debris clearance. Some of the media's newsstories sought to engage in blame assignation. The EOC members devotedtime to developing strategies to control the media damage and changedsome decisions they had made in response to the media's criticism. Therelevant disaster research literature is utilized to explain theresponse of the EOC personnel and the media. Reliance on normal timeroles explains the EOC response to blame assignation.
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  • 24
    Electronic Resource
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 8-14 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Describes the development of major hazard controls, first domesticallyin the UK and more recently in the European Community. Traces UKdevelopments are traced from the early concerns of the 1960s, theFlixborough disaster and the work of the Advisory Committee on MajorHazards on which the current philosophy for controlling major hazards isbased. Describes in detail the evolution of European Communitylegislation from the Seveso Directive to the proposed new Directive forthe control of major accident hazards (COMAH). The proposed COMAHDirective will be considered in the CEC's Environment Working Group andEnvironment Council over the coming months. If these negotiations aresuccessful in reaching common position by the end of 1994, the newDirective is likely to be adopted by the Council of Ministers in 1995.The UK will have to implement the new Directive within 18 months of itsadoption.
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  • 25
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 32-40 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Describes the emergency management structure created for theInternational Air Tattoo '94 at RAF Fairford in Gloucestershire.Describes the table-top discussion and live exercise which preceded theevent, to ensure that adequate procedures were in place should a majorincident occur. Discusses lessons learned from the live exercise.
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  • 26
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    Bradford : Emerald
    Disaster prevention and management 3 (1994), S. 41-69 
    ISSN: 0965-3562
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Examines socio-technical disasters, particularly during the 1980s and1990s, listing the organizational situations in which they occur andsingling out Hillsborough (football) and Kesworth (aeroplane) fordetailed treatment. Deals with various aspects of the socio-technicaldisaster: the disaster sequence; signals and triggers; the extensivedamage to human life and the physical environment; the large economicand social costs; responses to and resolution of crises, among others.After discussing the simple and complex causes of socio-technicaldisasters, urges management to learn from past disasters and makeorganizational changes. Concludes that this type of disaster willcontinue in the 1990s in ordinary organizations which are potentiallysocio-technically disaster-prone.
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  • 27
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    Bingley : Emerald
    Benchmarking 1 (1994), S. 25-37 
    ISSN: 1463-5771
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Describes a dynamic approach to quality function deployment (QFD) thattranslates customer wants and needs into relevant product and processparameters. Using feedback loops, this new approach incorporates updatedcustomer satisfaction data and dynamically links evolving requirementsdirectly back into manufacturing and related processes. Updated customerrequirements "peg" the key parameters in statistical process controlcharts. Introduces the concept, illustrates the mechanics of theapproach, and describes how it benefited an IBM assembly plant.
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  • 28
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    Bingley : Emerald
    Benchmarking 1 (1994), S. 11-24 
    ISSN: 1463-5771
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Argues that benchmarking is much more fundamental to strategic thinkingthan other tools relied upon thus far by senior managers in theirdecision-making processes. Argues that for benchmarking to be effectiveit has to be closely linked to total quality management programmes inplace. Strongly recommends that the focal point has to be onunderstanding process and behaviour (i.e. the means/enablers) beforeasking questions about results (i.e. the outcomes). Unless such adiscipline is established, results can only be considered as absolutesand as such are not useful in telling us why differences take place.Benchmarking works inwards by helping organizations set desired goalsand objectives and set about achieving them through continuousimprovement activities. Proposes an implementation strategy forbenchmarking based on 16 steps. In addition highlights some factorswhich are considered to be critical if the practice of benchmarking isto lead to any results. Provides some guidelines on ensuring thatbenchmarking remains a powerful strategic tool.
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  • 29
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    Bingley : Emerald
    Benchmarking 1 (1994), S. 5-23 
    ISSN: 1463-5771
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: The main objective of this research is to study the quality managementpractices of Indian manufacturing organizations. Presents the resultsof a survey conducted among the chief operating officers of medium-andlarge-size Indian manufacturing companies. Presents an analysis of thesurvey results. The survey investigated several qualitymanagement-related issues including adherence to the "quality isfree" philosophy, causes of poor quality, quality performance, efforts toimprove quality and status of ISO 9000 certification among the Indiancompanies. Compares also quality practices in India with industrializednations such as Japan, USA, Germany and Canada.
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  • 30
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    Bingley : Emerald
    Benchmarking 1 (1994), S. 42-63 
    ISSN: 1463-5771
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Change is an essential business trait. Manufacturing particularly istransforming at an unprecedented pace. Adopting effective managementpractices, capable of keeping pace with the changing technologicalenvironment, is particularly important to success in global markets.Manufacturers employing advanced manufacturing technology (AMT) areoften more flexible than their traditional counter-parts since AMTpermits the integration of product design and production processes.Consequently, this synergistic effect facilitates achievement ofworld-class manufacturing objectives. Despite obvious advantages, sparseresearch exists concerning achieving AMT competitive advantages. Toincorporate AMT organizationally, management must be cognizant of therequirements for successful AMT implementation. Provides managerialrequirements for successfully achieving AMT competitive advantages.Assuming management understands the "how" of doing things right andincorporates the necessary corporate cultural changes to embrace AMT,manufacturing strategic planning can lead the organization towards"what" are the right things to pursue. Therefore, strategic planning isgiven substantial consideration.
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  • 31
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    Bingley : Emerald
    Benchmarking 1 (1994), S. 3-20 
    ISSN: 1463-5771
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Benchmarking against industry averages or high performance organizationscan be useful for most companies to improve products and processes,including strategic planning, forecasting marketing trends, andinternal operation. Company innovation is also widely recognized as acritical process for company survival and growth. As businessglobalization and competition increase, company innovativeness hasbecome essential for success. Analyses company innovativeness from apractical perspective, in terms of the activities and mechanismsnecessary for companies to seek, evaluate, implement and foster thedevelopment of new ideas. The results provide strong empirical evidencethat company innovation is a major determinant of company businessperformance. Because most benchmarking schemes are industry-specific,focuses on the manufacturing industry. Provides a first attempt atdeveloping an industry-wide average for company innovativeness whichbusiness managers can use to gauge their company's performance along thevarious activities required to innovate. Managers can then focus theirattention on why their respective organizations vary from the industryaverages regarding specific items.
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  • 32
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    Bingley : Emerald
    Benchmarking 1 (1994), S. 21-38 
    ISSN: 1463-5771
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Design to Distribution Ltd (D2D) is a wholly owned subsidiary of the ICLgroup. It gained this status in 1993, having previously been ICLManufacturing Division. Since 1991 it has strategically penetrated thecontract manufacturing market and now aims to provide a totalelectronics manufacturing service to external customers. It hasdeveloped a total solution capacity whereby it is able to offer itscustomers expertise, advanced manufacturing technology, and purchasingpower to enable them to release their capital and resources toconcentrate on their core competences. D2D have an established totalquality culture and have benefited significantly from the resultantenhanced customer satisfaction and reduced cost of non-conformance. Itconstantly searches for process improvement tools and benchmarking isone tool D2D employs. However, D2D has concentrated benchmarking effortson results-driven studies carried out by consultants. Although thisprovides a useful introduction to benchmarking, the next step for D2D toachieve its goal of worldwide competitiveness is a more process-drivenapproach. Reviews the construction of benchmarking projects previouslycarried out by D2D and suggests a tool to help overcome one of the mainpitfalls of process-driven benchmarking, that of appropriate processselection.
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    Benchmarking 1 (1994), S. 24-41 
    ISSN: 1463-5771
    Source: Emerald Fulltext Archive Database 1994-2005
    Topics: Technology
    Notes: Compares the findings of a survey conducted in Australia and the UnitedKingdom which investigated issues concerning investments in advancedmanufacturing technologies (AMTs). Responses were received from 61companies in Australia (37.9 per cent response rate) and 67 companies inthe United Kingdom (44.7 per cent response rate). Respondents in bothcountries represented around ten different industrial sectors and variedin size from less than 100 employees to more than 10,000 employees.Respondents reported investment in one or more AMTs with aroundtwo-thirds of the investment in the range £250,000 to £500,000 andA$500,000 to A$10m respectively in the two countries. The comparisonshows some interesting similarities and differences between Australiaand the UK. These are in the types of technologies implemented,financial appraisal methods used, training in AMT and productionmanagement, perceived benefits of AMTs, difficulties of implementingAMTs and the respondents' role in formulating various strategies.Discusses the similarities and differences in the above areas in somedetail and argues why some of the differences exist.
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    Benchmarking 1 (1994), S. 5-10 
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    Topics: Technology
    Notes: An interview with the Editor in which Gregory Watson was asked to givehis perspective on some of the issues on benchmarking. Addresses thebasics of benchmarking.
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    Benchmarking 1 (1994), S. 38-47 
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    Notes: Total quality management sharply modifies management itself. As teamsand teamwork take root, leadership idolatry fades in importance.Teamsmanship requires breaking vertical and horizontal barriers thatstand in the way of quick, high-quality customer service. Managementtools helpful in barrier-busting include team-building, cross-training,job rotation, cross-careering, project teams, and re-engineering. Whilethese tools are in wide use, companies often misapply or weakly applythem. Examples are given of how some companies use these tools in waysthat effectively enhance teamsmanship. Teamsmanship also feeds oninformation, which must be widely shared. In most Western cultures,however, people tend jealously to guard their own knowledge andpersonally acquired information. Organizations must employ systematicdevices that promote information sharing. Among the better known suchdevices are benchmarking and quality function deployment. Also useful,but less familiar, are common files and the "star system". As applied by asmall number of organizations, these techniques can become effectivetools of teamsmanship.
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    Benchmarking 1 (1994), S. 39-51 
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    Topics: Technology
    Notes: Attempts to illustrate how an internal climate survey can be used as ameasurement tool to assess the level of quality in the service sector.Internal climate should ideally be determined by examining across-section of an organization. In an empirical study of two publicmental health and mental retardation (MHMR) agencies, middle managerswere initially believed to be more resistant to the introduction of aquality improvement process than line workers. Two hypotheses regardinginternal climate among different levels of employees were tested.Results from this study provided insight for top managers of both publicagencies to facilitate their total quality management processes.
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    Benchmarking 1 (1994), S. 48-64 
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    Topics: Technology
    Notes: As the size of the global competitive arena increases, manufacturershave been striving to find new means for achieving and sustaining acompetitive advantage. Fast product innovation is a strategy which hasgained popularity in recent years, particularly in Japan. Deals withtwo assertions: (1) fast cycle innovation will be most effective when itis pursued in conjunction with a quality strategy; and (2) there is anorganizational infrastructure that provides the environment whichsupports the simultaneous achievement of fast cycle innovation and highquality. Using data from 42 Japanese and US plants in three industriesin the US, discriminant analysis determined the key quality,organization, human resource management and JIT characteristics whichseparated faster product innovators from slower product innovators.
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    Notes: Composites are prime examples of technology moving faster than theunderlying science. Faced with increasing global competitiveness, theissues of high cost, product robustness and long lead times associatedwith product development are emerging in the forefront of problemsfacing emerging and existing performance-critical industries, such as inthe area of advanced materials. However, the mere use of the newparadigms or philosophies, such as concurrent engineering, isinsufficient to guarantee successful completion of the productrealization process (PRP). Planning for competitiveness and quality asan integral part of the programme goals and decision process is a key tosuccess. It is essential that clear plans be developed and measurableattributes of performance be identified as early in the design processas possible. The approach described herein provides the framework forsuccessful implementation of an integrated decision-production systemwithin the basic definition of Total Quality Management (TQM). Discussesthe five elements critical to the success of a new technology orproduct: definition; requirements; benchmarking; concepts; and review.
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    Benchmarking 1 (1994), S. 64-80 
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    Topics: Technology
    Notes: Presents the results of a study which was undertaken to establish bestpractice in the management of a pathology department through bestpractice. The study was carried out in two stages: an in-depth analysisof the pathology department through a SWOT analysis and in-depthinterviews with 25 key internal and external customers, and a survey ofNHS laboratories both in the UK and Ireland by targeting a sample ofconsultant pathologists in 50 random locations - the purpose of thisquestionnaire was an attempt at establishing best practice in pathologyquality management. The study revealed that in pathology there iscurrently a major dependency on quality control that reflects acompliance to set standards laid down by professional bodies. It alsoidentified a poor understanding of customer needs and expectations, amechanistic culture which is resistant to change, and a reluctance bypathology managers to delegate ownership for ongoing quality improvementor to take responsibility for quality improvement issues such as wastereduction and cost improvement. Concludes with a set of recommendationsgeared towards helping managers of pathology services to deal withissues such as cost of quality, listening to customers, empoweringemployees and getting the job done right the first time and every time.
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    Benchmarking 1 (1994), S. 52-66 
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    Topics: Technology
    Notes: Discusses how appropriate technologies can be selected in order to facethe quality challenge. Identifies the multitude of factors thatinfluence such selection and uses the analytic hierarchy process (AHP)and quality function deployment (QFD) to analyse thetechnology-selection problem. Presents and considers a new philosophy ofquality - strategic total quality management - in this selectionprocess.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1-11 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The distribution of the first-passage time is of decisive importance in lift (elevator) design. It yields the easure of performance of the system, the expected number of stops, the interval (i. e. time elapsed between two successive departures from a given floor) and many other parameters and factors determining the required number of lifts in a building. The derivation is based on the transition probability matrix of the operation policy, and consists in solving a system of linear equations.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 55-62 
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    Notes: Fourier analysis of numerical accuracy has traditionally concentrated on the propagation behaviour of various methods. When systems of equations in more than one unknown are involved, analysis of propagation accuracy alone is shown to be incomplete. A distribution factor is introduced to complement the Fourier analysis in these cases, and application of the concept to two problems commonly encountered in the water resources field is demonstrated. The distribution factor is shown to provide important information which cannot be obtained from the customary analysis of propagation accuracy.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 177-188 
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    Notes: A simple approximation by nonconforming finite elements is presented that passes the patch test of Irons and Strang but does not yield approximate solutions converging to the solution of the given boundary value problem. It is constructed from continuous piecewise linear functions perturbed by step functions. Further, strange convergence properties of such approximations are explained in all details because they may be typical for the behaviour of nonconforming finite elements violating the basic precondition for convergence.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 209-223 
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    Notes: The solution of incompressible, viscous flow problems using the primitive variable finite element approach is formulated in a coherent and physically reasoned exposition. In particular, it is shown that terms associated with changes in momentum caused by lack of mass conservation should logically be included in the governing equations. Previous formulations have not considered this possibility. Numerical results are presented to show the effect of inclusion of these extra terms; however, it is concluded from the numerical results for the specific case which was tested that there is no obvious benefit obtained by including these terms.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 237-247 
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    Keywords: Engineering ; Engineering General
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    Notes: A dual load method of truss analysis is presented that allows highly nonlinear member behaviour to be followed. In particular, a brittle type of strut behaviour is considered. The method assumes that the inelastic strut response is known and that piecewise linearization of the behaviour is acceptable. An example is given to illustrate the type of problem that can be handled. The example involves negative stiffness of the members and consequently attention must be given to the equation solving procedure for the structure. A comparison is made with some observed test results.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 291-295 
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    Notes: A numerical Laplace transform inversion technique is described, which is a modification of the inversion method using an exponential series representation. By adding an auxiliary function and using Erdélyi's inversion formula, the proposed technique provides the inverse approximation with improved accuracy near t = 0. Numerical illustrations shows that this procedure also works in cases when the original method of schapery fails to give satisfactory results.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 308-318 
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    Notes: A new method for interpolating in triangles is described. Bivariate cubic polynomials are utilized to define an interpolant which assumes arbitrary position and slope on the entire boundary of a triangular domain. Some examples and applications are discussed.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 351-360 
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    Notes: Numerical convergence of first- and second-order plate-bending elements is investigated. Using iso-parametric formulation, general bilinear and biquadratic quadrilaterals, with the three moment components and the transverse deflection as dependent variables, are obtained. The same elements are also used as degenerate triangles by collapsing one side. A constant bending moment patch test, applied numerically to the elements, indicated poor performance for linear triangles, while the bilinear, quadratic and biquadratic elements behaved well, with exact results in uniform meshes. Further numerical examples showed the same general trend as the patch test. Although bilinear, quadratic and biquadratic elements were always able to yield the correct solutions with mesh refinements, the linear triangles were in general unable to do so.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 381-404 
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    Keywords: Engineering ; Engineering General
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    Notes: The complete two-dimensional partial differential equations for developing laminar flow in a circular tube have been treated by a finite difference analysis. Property variation with temperature, especially that of viscosity, is allowed for in a flexible manner. The continuity and momentum equations, and then the energy equations, are solved by direct elimination at each axial step, and marching procedure used in the axial direction. A new technique is that the stepwise energy balance is rigidly satisfied throughout by using it as a constituent equation in place of the ‘explicit’ wall thermal boundary condition normally used.The analysis predicts the complete developing hydrodynamic and thermal fields, together with friction factors and heat transfer coefficients. It has been tested for a range of fluid velocity and thermal boundary conditions and for various fluids, including high viscosity oils, water and air.Data for constant wall heat flux have already been published. 1,2 Predictions for constant wall temperature presented here are for forced and combined convection and are compared with experimental data of Test3 and Zeldin and Schmidt4.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 464-469 
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    Notes: A numerical method for solving two-point boundary value problems associated with systems of first-order nonlinear ordinary differential equations is described. It needs four function evaluations at each point and is of order h6, where h is the space chop. Results of computational experiments, which include perturbation of the initial conditions, comparing this method with other known methods are given.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 470-476 
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    Notes: An algorithm is given to discretize a polygon or curved surface into triangular arrays. The method first involves the manual division of the array into quadrilaterals with specified numbers on rows and columns. The individual points are then filled in automatically and elements are automatically generated. A point of particular importance is that the number of columns or rows may be made to change. A subroutine is given to perform this task.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 483-494 
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    Keywords: Engineering ; Engineering General
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    Notes: An approximate analysis method for calculating local and system geometric imperfection influences on the displacements, stresses and buckling load of imperfect truss structures, is developed. The structural response, as a function of the design variables, is expressed in this approximate analysis which is much faster and cheaper than the ‘accurate’ analysis. The accurate analysis for a particular design is used as a base for each approximate analysis which then gives the response information needed for other designs in the neighbourhood about the base point design. Comparison of the approximate behaviour predictions with accurate results based on the more refined analysis methods shows that the quality of the proposed approximate analysis procedure is adequate for guiding a structural design procedure. It is evident that the approximate analysis is capable of describing the nonlinear behaviour of the structure, but when nonlinearity increases, the quality of the approximate analysis tends to deteriorate.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 575-582 
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    Keywords: Engineering ; Engineering General
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    Notes: The usual linear shape function for approximating axial displacement in beam finite elements used as eccentric stiffeners leads to an inconsistency which can result in large errors in the deflection of plates or composite beams. The introduction of an additional degree-of-freedom for these elements circumvents this problem.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 639-648 
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    Keywords: Engineering ; Engineering General
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    Notes: A boundary-location method is developed for finite element simulation of steady, two-dimensional flows of Newtonian liquid with free boundaries. In the method, boundary shape and position and the velocity and pressure fields are determined simultaneously. Inertial, viscous, gravitational, and surface tension effects are included in the development. The complete set of nonlinear finite element equations is solved by a modified frontal method combined with Newton-Raphson iteration to speed convergence. The finite element used to illustrate the method approximates the pressure as a piecewise constant function and the velocity and free boundaries as piecewise linear functions. Example calculations for flow from a slit show that the method can be effective.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 685-699 
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    Notes: The choice on an efficient direct integration procedure for linear structural dynamic equations of motion is discussed. It is suggested that as accuracy parameter the truncation error on the exponential terms contained in the modal contributions of the exact solution be assumed. This error does not always coincide with the local truncation error. These considerations were used to design an unconditionally stable one-step method whose accuracy is 0(h4). Numerical comparisons with some well-known integration schemes showed the efficiency of the proposed method.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 713-731 
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    Notes: This paper presents a generalized method which generates linear, triangular, quadrilateral and pentahedral elements for the finite element method. Depending on geometrical and material variations, the region to be discretized is manually divided into blocks such as lines, triangles, quadrilaterals, pentahedrons and hexahedrons in several appropriate co-ordinate systems. However, no connectivity information of the adjacent blocks is required by the user as input. The continuity of the generated nodal co-ordinates and element configurations at the block interface are automatically maintained to describe the geometry of structures, no matter how these five types of blocks are connected. Furthermore, a mesh grading algorithm which generates reliable mesh grade distributions in the interior of the triangular and quadrilateral blocks is established corresponding to the arbitrarily defined subdivision numbers for each edge line of blocks. This algorithm is extended to the mesh grading in the interior of the hexahedral and pentahedral blocks. Element numbers are also renumbered in this scheme, in addition to node numbers, in order to increase the computational efficiency of the global matrix assembly. Additional facilities, i.e. loading data generation, boundary condition data generation and so on, are also discussed. An illustrative and a practical example are given to demonstrate the capabilities of this scheme.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 773-778 
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    Notes: The shape functions of serendipity rectangular elements had originally to be found by inspection. More recently an algorithm has been developed to formalize the construction of these shape functions. Here a simple expression is found for the interpolation function of the most general serendipity element. The shape functions can be derived immediately.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 955-980 
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    Keywords: Engineering ; Engineering General
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    Notes: A series of finite element algorithms for the calculation of the post-buckling behaviour of structures are proposed. The algorithms represent a finite element implementation of a variational principle for nonlinear eigenvalue problems. Incremental amplitude solution schemes are defined. Numerical results are presented for the post-buckling behaviour of specific structures with linear and nonlinear pre-buckling states.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1041-1052 
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    Keywords: Engineering ; Engineering General
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    International Journal for Numerical Methods in Engineering 15 (1980) 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 935-942 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 991-1020 
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    Notes: This paper presents isoparametric formulation for the three-dimensional transition finite elements. The transition finite elements are necessary for applications requiring the use of three-dimensional isoparametric solid elements and the curved shell elements. These elements provide proper connections between the two portions of the structure modelled with three-dimensional solids and the curved shell elements. The element properties are derived and presented in detail. Numerical examples are also presented to demonstrate the accuracy and the applications of such elements in three-dimensional stress analysis.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1261-1278 
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    Notes: A hybrid-stress element is developed for the analysis of thin and moderately thick plates. The independent transverse displacement and rotations are interpolated by the 12-node cubic Serendipity shape functions. All components of stress are included and 36β stress assumption is used. The element stiffness possesses correct rank and numerical results indicate that the element does not lock in the thin-plate limit. Results obtained using the present element are compared with those obtained using a 12-node assumed-displacement based Mindlin plate element with reduced integration; the present hybrid-stress element is shown to yield superior accuracy for all cases considered. In addition, the accuracy of the present element is compared against that of analogous 4-node and 8-node hybrid-stress Mindlin plate elements.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1280-1280 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1083-1094 
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    Notes: This paper is concerned with the solution of the three-dimensional potential problem for electromagnetic river gauging. It extends previous ideas of joining finite elements in an interior region to one infinite external element treated by the boundary integral method1,2 to this case where there are two external infinite elements representing the river and the ground. The boundary continuity conditions on the infinite river-ground interface, as well as the internal-external interfaces, are dealt with by introducing a variational principle with relaxed continuity requirement3.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1107-1107 
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    Keywords: Engineering ; Engineering General
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1129-1148 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1113-1127 
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    Notes: Various boundary methods are considered for the numerical solution of the linear wave equation. The solution in the interior region is obtained using the Lax-Wendroff method. The theory of Gustafsson, Kreiss and Sundström is used to establish stability and the theory of Sköllermo is used to compare the accuracies of the various methods. The accuracy predictions are compared with computed results.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1161-1175 
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    Notes: The technique of fixed-interface modal synthesis used to solve large structural eigenvalue problems is extended to fluid-structure eigenvalue problems with a view to efficient solution of problems involving localized modifications. Three cases are considered: namely, those fluid or fluid-structure vibration problems directly analogous to the structural case; the modification of the fluid model of a structure enclosing a compressible fluid; and the modification of fluid and structural models of a structure enclosing an incompressible fluid. Examples of the three cases are given, as are estimates of the computation that can be saved when using the methods to avoid resolving modified eigenvalue problems. It is also shown that the hard-walled modes of a fluid enclosure can be used to modify the incompressible-fluid modes of the fluid-structure system to account for a degree of compressibility in the fluid. An example and computation estimates are given.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1239-1260 
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    Keywords: Engineering ; Engineering General
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    Notes: The assumed-stress hybrid finite element model is examined for application to the bending analysis of thin plates. A hybrid-stress functional is defined by using a Mindlin-type displacement assumption and including all components of stress. The Euler equations and matrix formulation corresponding to this functional are examined to assess the effects of plate thickness, and a rationale is presented for the selection of stress assumptions so that locking is avoided in the thin plate limit. To illustrate these concepts, a series of linear displacement quadrilateral elements are derived and tested, and the best of these elements is identified for suggested implementation in general-purpose computer programs.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1315-1324 
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    Notes: An algorithm is presented for reducing the frontwidth of finite element meshes. The technique takes an arbitrary input scheme and reorders the elements so as to reduce the frontwidth. A number of examples are presented to demonstrate the reliability and effectiveness of the method.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1335-1341 
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    Notes: This review attempts to place in perspective the wide variety of computer methods which are available for constructing irregular computational grids. Several different approaches exist for each aspect of the construction task: creation of the points, recognition of neighbouring points that define grid elements, enumeration of the points with indices, optimization of the positions of the points for computational advantage, and variation of point density throughout the grid.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1381-1393 
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    Notes: The finite element method is used to analyse heat and mass transfer problems in porous media, in which the thermophysical properties are allowed to vary as functions of temperature and moisture. An example is given of the application of the method to the problem of timber drying.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1570-1574 
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    Notes: A method is presented for solving field problems using a finite element formulation, to be executed with the aid of a micro-computer. In order to reduce the requirements regarding memory space, the coefficients of the matrix defining the system of equations are not stored, but calculated when they are needed, in a modification of the usual finite element procedure. The method is applicable to all problems for which Gauss-Seidel iteration converges, and can handle problems involving more than 100 degrees-of-freedom on a computer with 8,000 bytes memory. Computing time may run up to several minutes per cycle of iteration, but on a small, personal computer, this is still acceptable.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1659-1680 
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    Keywords: Engineering ; Engineering General
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    Notes: A finite element formulation for the adhesive of a lap joint is presented. The element is based on the assumptions common to the theories of Goland and Reissner and Ojalvo and Eidinoff. Deficiencies of the lap joint theories of those workers and of a previous finite element formulation of the adhesive are pointed out and the covergence of the new formulation to their results is discussed. Experimentally determined extreme fibre strains in the adherends are compared with those determined numerically using the new finite element formulation.
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    International Journal for Numerical Methods in Engineering 15 (1980) 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1730-1733 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1747-1769 
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    Notes: Finite elements with polynomial interpolation functions of a degree higher than 2 are used comparatively little on large FEM systems, except in shell elements. However, the author has had several years' experience in the use of the so-called ‘isoparametric, reduced Hermitian element’,4 Which has behaved excellently in an industrial as well as an educational environment. The reason for the interest in the Hermitian concept is that the overcompatibility of the element reduces the number of unknowns, the solution time and the discontinuities in stresses between elements.Explicit formulae for the family of interpolation polynomials of order q and degree p = 2q + 1 are given and hierarchical Hermite elements are introduced. The families of Hermite and serendipity elements are isomorphic and the latter may thus be extended to arbitrary high order.For some problems the equidistant node configuration in Lagrange elements of degree 3 and higher is not optimal with respect to smoothness, and a new type of element, the ‘Lobatto element’, is introduced.The methods consistently produce results of an accuracy which is above the requirements of usual engineering applications, but in graphics smoothness of curves is important for a convincing representation. The methods are of particular interest in industries working with structures composed of almost linear materials with well-known properties.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1771-1812 
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    Notes: An assessment of flat triangular plate bending elements with displacement degrees-of-freedom at the three corner nodes only is presented, with the purpose of identifying the most effective for thin plate analysis. Based on a review of currently available elements, specific attention is given to the theoretical and numerical evaluation of three triangular 9 degrees-of-freedom elements; namely, a discrete Kirchhoff theory (DKT) element, a hybrid stress model (HSM) element and a selective reduced integration (SRI) element. New and efficient formulations of these elements are discussed in detail and the results of several example analyses are given. It is concluded that the most efficient and reliable three-node plate bending elements are the DKT and HSM elements.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1613-1626 
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    Notes: The method of infinite elements is briefly reviewed. New more logical and general formulations of infinite elements are presented. The simplicity of the programming is emphasized. Results are given for elasticity and potential problems. Future extensions are discussed.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1681-1689 
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    Notes: Convection-diffusion equations are difficult to solve when the convection term dominates because most solution methods give solutions which oscillate in space. Previous criteria based on the one-dimensional convection-diffusion equation have shown that finite difference and Galerkin (linear or quadratic basis functions) will not give oscillatory solutions provided the Peclet number times the mesh size (Pe Δx) is below a critical value. These criteria are based on the solution at the nodes, and ensure that the nodal values are monotone. Similar criteria are developed here for other methods: quadratic Galerkin with upwind weighting, cubic Galerkin, orthogonal collocation on finite elements with quadratic, cubic or quartic polynomials using Lagrangian interpolation, cubic or quartic polynominals using Hermite interpolation, and the method of moments. The nodal values do not oscillate for collocation or moments methods with Hermite cubic polynomials regardless of the value of Pe Δx.A new criterion is developed for all methods based on the monotonicity of the solutions throughout the domain. This criterion is more restrictive than one based only on the nodal values. All methods that are second order (Δx2) or better in truncation error give oscillatory solutions (based on the entire domain) unless Pe Δx is below a critical value. This value ranges from 2 for finite difference methods to 4·6 for Hermite, quartic, collocation methods.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 15-41 
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    Notes: The governing equations for large strain analysis of elastic-plastic problems are reconsidered. An improved form of these equations is derived, which is valid for small increments of strain and large increments of rotation. Special attention is paid to the integration procedures for these equations in the deformation history. It is shown that the tangent modulus procedure for integration of the constitutive equations is conditionally stable, and that implicit methods, such as the ‘mean normal’ method, are to be preferred. A novel procedure is introduced for the treatment of nonlinear geometric effects. The performance of various element types is examined, with specific attention to effects of ‘locking’ and distortion. Several applications are discussed to illustrate the various aspects of the formulation developed ein this paper.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 97-112 
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    Notes: In this paper we analyse a simple but non-trivial steady-state creeping elasto visco-plastic (Maxwell fluid) radial flow problem, paying particular attention to the effects of the boundary conditions. Solutions are obtained by integration of a governing equation on stress, using the Runge-Kutta method for initial value problems and finite differences for boundary value problems. A more general approach by the finite element method, which solves for the velocity field rather than the stress field, and which is applicable to a wide range of problems, is presented and tested using the radial flow example.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 133-139 
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    Notes: Some new formulae are presented for numerical integration over triangular regions. These formulae, which are triangularly symmetric, involve four, six, and seven integration points, respectively. They were derived by determining co-ordinates and weight factors for which polynomial functions of up to a certain degree are integrated exactly. The effectiveness of the formulae is demonstrated by applying them to the integration of five non-polynomial functions, two of which are singular within the region of integration. Results obtained with the new formulae are compared with results obtained with other, comparable formulae. It is seen that the new formulae are more accurate than some existing ones with the same numbers of points.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 156-156 
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 159-170 
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    Notes: A finite element anaylysis to predict the sloshing dislacements and hydrodynamic pressures in liquid-filled tanks subjected to earthquake ground motions is presented. Finite element equations were derived using the Galerkin formulation, and the predicted results were checked against the test data, showing a good agreement between the test and finite element results.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 213-229 
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    Notes: Minimum cost design of a framed structure is considered by using the mini-mas dual method. Stress and/or displacement constraints are imposed as behavioural constraints. The minimum cost design problem has a discrete objective function and discrete design variables. A sequence of approximate optimization problems in created by using the first-order Taylor series expansion for displacements with respect to the reciprocals of cross-sectional areas and moments of inertia. Each approximate problem is solved in the dual space. Two simple structural examples are given to show the appropriateness and efficiency of the proposed procedure. Approximate solutions are obtained within five structural analysis.
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    International Journal for Numerical Methods in Engineering 16 (1980), S. 149-170 
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    Notes: The purpose of the paper is two-fold: Firstly, we develop stream function--vorticity and primitive variable finite element models of two-dimensional barotropic equations that satisfy the conservation of mean vorticity, mean squared vorticity (or enstrophy) and mean kinetic energy, and scondly, we present a comparative study of a number of numerical schemes for their accuracy in phase speed as well as in amplitude calculations for a two-dimensional, time-dependent, stream function--vorticity equation for periodic fluid motion in a channel. A circular vortex is placed in a uniform channel flow of a constant velocity (U) as an initial condition. An analytic solution exists for the problem such that the vortex moves with a constant speed U conserving the shape of the vortex: \documentclass{article}\pagestyle{empty}\begin{document}$$ \begin{array}{*{20}c} {\psi \left({x,y,0} \right) = - Uy + \psi _0 \exp \left[{ - a^2 \left({x^2 + y^2 } \right)} \right] \equiv F\left({x,y} \right)} \hfill \\ {\psi \left({x,y,t} \right) = F\left({x - Ut,y} \right)} \hfill \\ \end{array} $$\end{document} where U, ψ0 a are constants. This example makes it easier to identify the cause of phase speed error, either due to linear or non-linear processes, and furthermore, to find a satisfactory scheme for time integration. The numerical schemes compared include: Arakawa Jacobian,1 Arakawa-Matsuno scheme, Galerkin finite element, Lax-Wendroff, leap-frog, and Crank-Nicholson. The effect of a variational adjustment (see Sasaki16) is also studied. Computational time, RMS errors in stream function and vorticity, and the conservation of the mean kinetic energy and enstrophy are compared at the end of 120 (one period) and 240 (two periods) time steps. The study indicates that the numerical scheme that employs finite elements in space (same as Arakawa Jacobian) and Crank-Nicholson in time is the most accurate among the schemes studied.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 123-132 
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    Notes: A kinematically nonlinear analysis of unbraced, rigid-jointed, portal frames, rotationally restrained at the base and subjected to eccentric concentrated and/or uniformly distributed loads, is presented. Through this analysis the complete behaviour, including the primary path and postbuckling path (whenever it exists), is evaluated. Moreover, through parametric studies, the effects of bar slenderness ratio, load eccentricity and amount of rotational restraint are assessed. Through this method it is also possible to assess the effect of member lengths and member lengths and member bending stiffnesses.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 145-153 
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    Notes: Numerical evaluations of elliptic integral solutions of some large deflection beam and frame problems are presented. The values are given in tabular form with up to six significant figures. The numerical technique used for evaluating the elliptic integrals is described.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 156-156 
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 187-198 
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    Notes: This paper presents the details of a unified numerical algorithm and the associated computer program developed for the efficient determination of natural frequencies and modes of free vibration of structures. Both spinning and nonspinning structures with or without viscous and/or structural damping may be solved by the current procedure; in a addition, the program is capable of solving static problems with multiple load cases as well as the quadratic matric eigenproblem associated with a finite dynamic element structural discretization. A special symmetric matrix decomposition scheme has been adopted for matrix triangularization, which renders the program rather efficient and economical. Also, a novel bisection scheme is described that further accelerates the solution convergence rate, particularly for the case of repeated roots.The associated computer program adopts and out-of-core solution strategy, thereby enabling effective solutions to be achieved for large, complex, practical structures. A complete listing of the program written in FORTRAN V, for the UNIVAC 1100/82 computer, along with the source deck is available for ready use.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 271-279 
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    Notes: A FORTRAN subroutine is presented to integrate a function given only by a set of tabular values at unequal intervals. It uses the trapezoidal rule and a generalization of Simpson's rule, obtaining a conservative error estimate by comparing the two results.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 301-305 
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 309-309 
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 312-312 
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 335-346 
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    Notes: Splitting methods for time-dependent partial differential equations usually exhibit a drop in accuracy if boundary conditions become time-dependent. This phenomenon is investigated for a class of splitting methods for two-space dimensional parabolic partial differential equations. A boundary-value correction discussed in a paper by Fairweather and Mitchell for the Laplace equation with Dirichlet conditions, is generalized for a wide class of initial boundary-value problems. A numerical comparison is made for the ADI method of Peaceman-Rachford and the LOD method of Yanenko applied to problems with Dirichlet boundary conditions and non-Dirichlet boundary conditions.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 357-365 
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 445-464 
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    Notes: A singular finite element is developed for direct calculation of combined modes I and II stress intensity factors for planar rectilinear anisotropic structures subject to arbitrary loading. Twelve-node conventional elements are used in conjunction with a linear elastic fracture mechanics enrichment of the same element which is formed into a four-element macro-element. Example problems show this formulation to be exceptionally accurate and results are presented for a variety of modern fibre-reinforced composites in simple mode I extension and in mixed mode I and II situations. In addition, it is shown that the meshes for accurate results are relatively coarse and thus calculations are quite economical.
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    International Journal for Numerical Methods in Engineering 17 (1981), S. 477-477 
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