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  • 04. Solid Earth::04.06. Seismology::04.06.99. General or miscellaneous  (1)
  • history  (1)
  • 1
    Digitale Medien
    Digitale Medien
    Springer
    Journal of seismology 3 (1999), S. 235-252 
    ISSN: 1573-157X
    Schlagwort(e): Catania ; damage ; earthquakes ; eastern Sicily ; history ; macroseismics ; seismic hazard ; seismic risk
    Quelle: Springer Online Journal Archives 1860-2000
    Thema: Geologie und Paläontologie , Physik
    Notizen: Abstract A detailed study of the most significant seismic effects that took place in the city of Catania has been performed in order to build up a site catalogue, to assess seismic hazard directly from it and to provide the picture of damage scenarios which happened in the past. In the last 1000 years Catania was destroyed twice (1169 and 1693) and more or less severely damaged twelve times (e.g., 1542, 1818, 1848, etc.). Destruction or severe damage are mainly related to earthquakes occurring in the coastal sector of the Hyblean foreland, while slighter, moderate effects are usually due to earthquakes taking place in the seismogenic sources of the Messina Straits and in the inner Hyblean region. The analysis of the historical reports allowed to delineate the damage scenarios of the most relevant events. In particular, for the 1693 case-history it has also been possible to map the damage distribution with reference to the existing urban settlement of the city. The site catalogue was used for assessing seismic hazard; the obtained estimates show that the probability of occurrence for intensity 7 and 10 exceeds 99.9% for 150 and 500 years, respectively. These values, associated with the high vulnerability caused by the city growth which occurred mainly before the introduction of the seismic code (1981) and without ad-hoc planning policies, implies that the urban system is exposed to high seismic risk.
    Materialart: Digitale Medien
    Standort Signatur Erwartet Verfügbarkeit
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  • 2
    Publikationsdatum: 2017-04-04
    Beschreibung: In April 2009 the Abruzzo region in Central Italy was hit by a strong earthquake (Ml 5.8, Mw 6.3) with epicentre near the town of L’Aquila. In the following days some members of the QUEST team, the expert working group for macroseismic surveys, began a detailed inspection of the most damaged areas with the aim to apply the European Macroseismic Scale (EMS, Grünthal, 1998) for estimating the intensities. A field form, tested during many other campaigns, was used as a common base for collecting data (Fig. 1). Fig. 1 – Field form used during survey with percentage of damage observed in Onna. At the end of the survey, that lasted for two months, about 100 localities were visited. In the investigation, attention has been devoted to establish building typology, grade of damage and percentage of damaged buildings, that is all the basic information for evaluating diagnostics of the EMS. A preliminary analysis of collected data has shown that the application of the EMS allows to better discriminate the effects mainly for higher intensity values. On the other hand, for intensity representing the damage threshold, the MCS scale tends to saturate, skipping from grade V to VI. One of the reasons is that EMS takes into account the building vulnerability, so that damage effects can be partitioned into different classes. The examples of Onna, Coppito and L’Aquila are hereinafter briefly discussed, and EMS intensities compared with estimations obtained by using MCS scales. Onna was almost completely destroyed (Fig. 1). The MCS scale reports at grade IX, destruction and heavy damage in about half of buildings, while at grade X the destruction of about ¾ of the buildings. The intensity evaluated by Galli and Camassi (2009) is IX-X MCS. In the EMS perspective, Onna is a village with 477 buildings, of which ca. 300 have vulnerability class A, 150 class B and 30 are C/D types (Fig. 2). Fig. 2 – Onna, different building vulnerability classes: a) type A; b) type C; c) type D building. The type A house is destroyed, the type C is slight damaged, the type D is undamaged. The collected data do not match all the diagnostics expected for a given degree (Fig. 1). In the field we observed 20% of buildings with vulnerability class B suffering damage of grade 5 while buildings with vulnerability classes C and D are scarcely involved (10%), that is they suffer less damage than expected at intensity IX. However, the overall percentage of damage fits the best with intensity IX, discarding the occasional extreme cases. At Coppito the MCS intensity is VI-VII (Galli and Camassi, 2009) since damage was moderate and not diffuse. By using the EMS approach, we observed two buildings with vulnerability class A suffering damage of grade 4 (some collapse of roofs), and many buildings with damage of grade 3. Buildings with vulnerability class B had damage of grade 2, a few of grade 3 (partial collapse of chimneys and fall of tiles). A building of type C with a big antenna onto the roof, suffered the partial collapse (Fig. 3). Few buildings with vulnerability class C or D showed damage of 2 grade. The overall observed effects are consistent with intensity VII EMS. The case of L’Aquila is quite complex to analyse. The town has been ‘divided’ in different but homogeneous sectors for two reasons: i) different geotechnical conditions in contiguous quarters and ii) different building typologies occurring in the historical centre - mainly ancient buildings of vulnerability class A and B - with respect to the new districts (edifices with prevailingly vulnerability classes C and D). Fig. 3. Coppito. Different damage in buildings of vulnerability class C. As a consequence, the level of damage was quite different throughout the town. In the NW sector of the city, the new quarters of Cansantessa and Pettino (Fig. 4), the buildings of vulnerability class C and D suffered damage of grade 2 and 3. Just one among the few buildings of class A - it is located along the main street - the roof collapsed. Estimated EMS intensity is VII-VIII. Fig. 4. a) Cansantessa and b) Pettino. Different damage of grade 3 in buildings of vulnerability class C and D. In the southeastern suburbs of L’Aquila, Torretta and Gignano suffered less damage on the whole (Fig. 5). Few buildings of vulnerability class C and D suffered damage of grade 2. Few buildings of vulnerability class B suffered damage of grade 3. Estimated EMS intensity is VII. Regarding the historical centre of l’Aquila, many buildings of vulnerability class A suffered damage of grade 4, some damage of grade 5. Many buildings of vulnerability class B suffered damage of grade 3, few damage of grade 4. Fig. 5. a) Gignano; b) Torretta. Different damage of grade 2 in buildings of vulnerability class C and D and damage of grade 3 in one building of type B. The very few constructions of classes C and D were slightly damaged. We observed only a few partial collapses in the Casa dello studente, in other two C buildings located near it and in buildings in via Campo di Fossa. We estimated the intensity VIII-IX EMS, because much of the observed damage is of intensity VIII but some diagnostics are of intensity IX. The lack of buildings with classes C and D does not allow to discriminate. This preliminary evaluation for L’Aquila downtown, has been confirmed after the detailed analysis performed by Tertulliani et al. (2009). Acknowledgements. We are grateful to the other QUEST members who contributed with useful information.
    Beschreibung: Unpublished
    Beschreibung: Trieste
    Beschreibung: 1.11. TTC - Osservazioni e monitoraggio macrosismico del territorio nazionale
    Beschreibung: open
    Schlagwort(e): l'Aquila 2009 ; macroseismics ; 04. Solid Earth::04.06. Seismology::04.06.99. General or miscellaneous
    Repository-Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Materialart: Conference paper
    Standort Signatur Erwartet Verfügbarkeit
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