10-13-2010, 02:41 PM
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29) -- Naeim, F, Lew, M (1995). On the use of design spectrum compatible time histories, Earthquake Spectra 11(1): 111–127.
The paper explains a significant potential problem associated with uncontrolled use of design spectrum compatible time history (DSCTH) records in seismic design. It is shown that the use DSCTH can lead to exaggeration of displacement demand and energy input in analysis and design seismic-isolated buildings.
30) -- Kappos, AJ, Kyriakakis, P. (2000). A re-evaluation of scaling techniques for natural records, Soil Dynamics and Earthquake Engineering 20: 111-123.
The study focuses on the problem of reducing scatter in the response calculated from time history analysis using natural records, by proper scaling of these records. The firrst part of the study focuses on the effect of scaling on elastic and inelastic spectra for strength and displacement. It is found that in the intermediate and long period range any of the three velocity-related parameters studied are appropriate to use
31) -- Maholtra, PJ, (2003). Strong-Motion Records for Site-Specific Analysis, Earthquake Spectra 19(3): 557–578.
A procedure is presented to select and scale strong-motion records for site-specific analysis. The procedure matches records’ smooth response spectra with the site response spectrum by scaling of the acceleration histories. The parameters defining the smooth spectrum of various records are computed and tabulated to allow easy selection of records. Hazard de-aggregation is used to identify closer and distant seismic events, which are simulated by the scaled ground motion histories
32)-- Amiri, GG, Manouchehri Dana, F (2005). Introduction of the most suitable parameter for selection of critical earthquake, Computers and Structures 83: 613–626.
The main objective of this research is to apply a reasonable strategy for selecting a critical earthquake (the earthquake from which the designer obtains the maximum response) with the help of the most suitable parameter in earthquake, based on statistical studies of various earthquake parameters. various parameters including, PGA, EPA, PGV, EPV, PGD, Arias intensity, and Duration were obtained. EPA was chosen as the most suitable earthquake parameter for selection of the critical earthquake.
.. To be continued
29) -- Naeim, F, Lew, M (1995). On the use of design spectrum compatible time histories, Earthquake Spectra 11(1): 111–127.
The paper explains a significant potential problem associated with uncontrolled use of design spectrum compatible time history (DSCTH) records in seismic design. It is shown that the use DSCTH can lead to exaggeration of displacement demand and energy input in analysis and design seismic-isolated buildings.
30) -- Kappos, AJ, Kyriakakis, P. (2000). A re-evaluation of scaling techniques for natural records, Soil Dynamics and Earthquake Engineering 20: 111-123.
The study focuses on the problem of reducing scatter in the response calculated from time history analysis using natural records, by proper scaling of these records. The firrst part of the study focuses on the effect of scaling on elastic and inelastic spectra for strength and displacement. It is found that in the intermediate and long period range any of the three velocity-related parameters studied are appropriate to use
31) -- Maholtra, PJ, (2003). Strong-Motion Records for Site-Specific Analysis, Earthquake Spectra 19(3): 557–578.
A procedure is presented to select and scale strong-motion records for site-specific analysis. The procedure matches records’ smooth response spectra with the site response spectrum by scaling of the acceleration histories. The parameters defining the smooth spectrum of various records are computed and tabulated to allow easy selection of records. Hazard de-aggregation is used to identify closer and distant seismic events, which are simulated by the scaled ground motion histories
32)-- Amiri, GG, Manouchehri Dana, F (2005). Introduction of the most suitable parameter for selection of critical earthquake, Computers and Structures 83: 613–626.
The main objective of this research is to apply a reasonable strategy for selecting a critical earthquake (the earthquake from which the designer obtains the maximum response) with the help of the most suitable parameter in earthquake, based on statistical studies of various earthquake parameters. various parameters including, PGA, EPA, PGV, EPV, PGD, Arias intensity, and Duration were obtained. EPA was chosen as the most suitable earthquake parameter for selection of the critical earthquake.
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.. To be continued
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