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  • 1
    Publication Date: 2020-02-24
    Description: The normal-faulting earthquake of 6 April 2009 in the Abruzzo Region of central Italy caused heavy losses of life and substantial damage to centuriesold buildings of significant cultural importance and to modern reinforcedconcrete- framed buildings with hollow masonry infill walls. Although structural deficiencies were significant and widespread, the study of the characteristics of strong motion data from the heavily affected area indicated that the short duration of strong shaking may have spared many more damaged buildings from collapsing. It is recognized that, with this caveat of shortduration shaking, the infill walls may have played a very important role in preventing further deterioration or collapse of many buildings. It is concluded that better new or retrofit construction practices that include reinforcedconcrete shear walls may prove helpful in reducing risks in such seismic areas of Italy, other Mediterranean countries, and even in United States, where there are large inventories of deficient structures.
    Description: Published
    Description: 651-684
    Description: 4.1. Metodologie sismologiche per l'ingegneria sismica
    Description: JCR Journal
    Description: reserved
    Keywords: shaking ; building structural damage ; 04. Solid Earth::04.06. Seismology::04.06.04. Ground motion
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 2
    Publication Date: 2015-06-09
    Description: In this study, a clinoptilolite modified with apolaccase was used to adsorb Reactive Black 5 (RB5) dye from aqueous solution using the batch procedure. The influences of pH, contact time, temperature and absorbent dosage on the adsorption were investigated. The optimum adsorption was obtained at pH = 6, contact time = 60 min, temperature = 25°C and adsorbent dosages of 1.62 and 1.59 mg/50 mL per gram of clinoptilolite and of apolaccase-modified clinoptilolite (LMC), respectively). The adsorption experimental data fitted both the Langmuir and Freundlich isotherm models well. In addition, pseudo-first-order and pseudo-second-order kinetics were used to study the kinetics of RB5 dye adsorption onto natural clinoptilolite and LMC. Adsorption appears to follow pseudo-second-order kinetics with a high correlation coefficient. Thermodynamic parameters such as changes in the free energy ( G °), enthalpy ( H °) and entropy ( S °) of adsorption were calculated. The thermodynamic parameters indicate that the adsorption of RB5 dye onto LMC was less spontaneous, feasible and endothermic. The LMC can be used as an alternative low-cost adsorbent for the dye removal from aqueous solutions.
    Print ISSN: 0009-8558
    Electronic ISSN: 1471-8030
    Topics: Geosciences
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  • 3
    Publication Date: 2016-04-07
    Description: We present a revised ground-motion prediction equation (GMPE) for computing medians and standard deviations of peak ground acceleration (PGA) and 5% damped pseudospectral acceleration (PSA) response ordinates of the horizontal component of randomly oriented ground motions to be used for seismic-hazard analyses and engineering applications. This GMPE is derived from the expanded Next Generation Attenuation (NGA)-West 1 database (see Data and Resources ; Chiou et al. , 2008 ). The revised model includes an anelastic attenuation term as a function of quality factor ( Q 0 ) to capture regional differences in far-source (beyond 150 km) attenuation, and a new frequency-dependent sedimentary-basin scaling term as a function of depth to the 1.5 km/s shear-wave velocity isosurface to improve ground-motion predictions at sites located on deep sedimentary basins. The new Graizer–Kalkan 2015 (GK15) model, developed to be simple, is applicable for the western United States and other similar shallow crustal continental regions in active tectonic environments for earthquakes with moment magnitudes ( M ) 5.0–8.0, distances 0–250 km, average shear-wave velocities in the upper 30 m ( V S 30 ) 200–1300 m/s, and spectral periods ( T ) 0.01–5 s. Our aleatory variability model captures interevent (between-event) variability, which decreases with magnitude and increases with distance. The mixed-effect residuals analysis reveals that the GK15 has no trend with respect to the independent predictor parameters. Compared to our 2007–2009 GMPE, the PGA values are very similar, whereas spectral ordinates predicted are larger at T 〈0.2 s and they are smaller at longer periods.
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
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  • 4
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    Seismological Society of America (SSA)
    Publication Date: 2016-06-10
    Description: Presented is a new approach for picking P -phase arrival time in single-component acceleration or broadband velocity records without requiring detection interval or threshold settings. The algorithm P PHASE P ICKER transforms the signal into a response domain of a single-degree-of-freedom (SDOF) oscillator with viscous damping and then tracks the rate of change of dissipated damping energy to pick P -wave phases. The SDOF oscillator has a short natural period and a correspondingly high resonant frequency, which is higher than most frequencies in a seismic wave. It also has a high damping ratio (60% of critical). At this damping level, the frequency response approaches the Butterworth maximally flat magnitude filter, and phase angles are preserved. The relative input energy imparted to the oscillator by the input signal is converted to elastic strain energy and then dissipated by the damping element as damping energy. The damping energy yields a smooth envelope over time; it is zero in the beginning of the signal, zero or near zero before the P -phase arrival, and builds up rapidly with the P wave. Because the damping energy function changes considerably at the onset of the P wave, it is used as a metric to track and pick the P -phase arrival time. The P PHASE P ICKER detects P -phase onset using the histogram method. Its performance is compared with picking techniques using short-term-average to long-term-average ratio, and a picking method that finds the first P -phase arrival time using the Akaike information criterion. A large set of records with various intensities and signal-to-noise ratios is used for testing the P PHASE P ICKER , and it is demonstrated that P PHASE P ICKER is able to more accurately pick the onset of genuine signals against the background noise and to correctly distinguish between whether the first arrival is a P wave (emergent or impulsive) or whether the signal is from a faulty sensor. Online Material: MATLAB script for P -phase arrival time picking.
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
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  • 5
    Publication Date: 2016-04-15
    Description: We present a revised ground-motion prediction equation (GMPE) for computing medians and standard deviations of peak ground acceleration (PGA) and 5% damped pseudospectral acceleration (PSA) response ordinates of the horizontal component of randomly oriented ground motions to be used for seismic-hazard analyses and engineering applications. This GMPE is derived from the expanded Next Generation Attenuation (NGA)-West 1 database (see Data and Resources ; Chiou et al. , 2008 ). The revised model includes an anelastic attenuation term as a function of quality factor ( Q 0 ) to capture regional differences in far-source (beyond 150 km) attenuation, and a new frequency-dependent sedimentary-basin scaling term as a function of depth to the 1.5 km/s shear-wave velocity isosurface to improve ground-motion predictions at sites located on deep sedimentary basins. The new Graizer–Kalkan 2015 (GK15) model, developed to be simple, is applicable for the western United States and other similar shallow crustal continental regions in active tectonic environments for earthquakes with moment magnitudes ( M ) 5.0–8.0, distances 0–250 km, average shear-wave velocities in the upper 30 m ( V S 30 ) 200–1300 m/s, and spectral periods ( T ) 0.01–5 s. Our aleatory variability model captures interevent (between-event) variability, which decreases with magnitude and increases with distance. The mixed-effect residuals analysis reveals that the GK15 has no trend with respect to the independent predictor parameters. Compared to our 2007–2009 GMPE, the PGA values are very similar, whereas spectral ordinates predicted are larger at T 〈0.2 s and they are smaller at longer periods.
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
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  • 6
    Publication Date: 2017-04-27
    Description: A continually increasing number of high-quality digital strong-motion records from stations of the National Strong Motion Project (NSMP) of the U.S. Geological Survey, as well as data from regional seismic networks within the United States, calls for automated processing of strong-motion records with human review limited to selected significant or flagged records. The NSMP has developed the Processing and Review Interface for Strong Motion data (PRISM) software to meet this need. In combination with the Advanced National Seismic System Quake Monitoring System (AQMS), PRISM automates the processing of strong-motion records. When used without AQMS, PRISM provides batch-processing capabilities. The PRISM software is platform independent (coded in Java), open source, and does not depend on any closed-source or proprietary software. The software consists of two major components: a record processing engine composed of modules for each processing step, and a review tool, which is a graphical user interface for manual review, edit, and processing. To facilitate use by non-NSMP earthquake engineers and scientists, PRISM (both its processing engine and review tool) is easy to install and run as a stand-alone system on common operating systems such as Linux, OS X, and Windows. PRISM was designed to be flexible and extensible to accommodate implementation of new processing techniques. All the computing features have been thoroughly tested.
    Print ISSN: 0895-0695
    Electronic ISSN: 1938-2057
    Topics: Geosciences
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  • 7
    Publication Date: 2017-03-23
    Description: Deconvolution and cross-correlation techniques are used for system identification of a 20-story steel, moment-resisting frame building in downtown Anchorage, Alaska. This regular-plan midrise structure is instrumented with a 32-channel accelerometer array at 10 levels. The impulse response functions (IRFs) and correlation functions (CFs) are computed based on waveforms recorded from ambient vibrations and five local and regional earthquakes. The earthquakes occurred from 2005 to 2014 with moment magnitudes between 4.7 and 6.2 over a range of azimuths at epicenter distances of 13.3–183 km. The building’s fundamental frequencies and mode shapes are determined using a complex mode indicator function based on singular value decomposition of multiple reference frequency-response functions. The traveling waves, identified in IRFs with a virtual source at the roof, and CFs are used to estimate the intrinsic attenuation associated with the fundamental modes and shear-wave velocity in the building. Although the cross correlation of the waveforms at various levels with the corresponding waveform at the first floor provides more complicated wave propagation than that from the deconvolution with virtual source at the roof, the shear-wave velocities identified by both techniques are consistent—the largest difference in average values is within 8%. The median shear-wave velocity from the IRFs of five earthquakes is 191 m/s for the east–west (E-W), 205 m/s for the north–south (N-S), and 176 m/s for the torsional responses. The building’s average intrinsic-damping ratio is estimated to be 3.7% and 3.4% in the 0.2–1 Hz frequency band for the E-W and N-S directions, respectively. These results are intended to serve as reference for the undamaged condition of the building, which may be used for tracking changes in structural integrity during and after future earthquakes.
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
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  • 8
    Publication Date: 2015-03-05
    Print ISSN: 0895-0695
    Electronic ISSN: 1938-2057
    Topics: Geosciences
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  • 9
    Publication Date: 2015-07-29
    Print ISSN: 1363-2469
    Electronic ISSN: 1559-808X
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Published by Taylor & Francis
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  • 10
    Publication Date: 2008-05-14
    Print ISSN: 1363-2469
    Electronic ISSN: 1559-808X
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Published by Taylor & Francis
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