8) -- Design Ground Motion Library (2008), Final Report Prepared for California Geological Survey – Strong Motion Instrumentation Program, and Pacific Earthquake Engineering
Research Center – Lifelines Program.
A modified application of the DGML software package was used to obtain a set of ground motion acceleration time histories for nonlinear dynamic structural analysis that will result in an estimate of the cumulative distribution function (CDF) and the median of the engineering demand parameter (EDP) of interest for a given structure, earthquake magnitude (M), source-to-site distance ®, site classification (S), and a given first-mode spectral acceleration Sa(T1). For the method application, the DGML was modified to provide a set of records that would approximately match the distribution about the conditional mean target spectrum.
9) -- Naeim, F., A. Alimoradi, and S. Pezeshk, (2004). Selection and Scaling of Ground Motion Time Histories for Structural Design Using Genetic Algorithms, Earthquake Spectra, 20(2): 413-426.
This method is designed to provide the best median estimate and/or the PDF of response (GMSM method). This method has been coded as an in-house software developed by Alimoradi and Naeim at John A. Martin and Associates with support from the Mid-America Earthquake Center and The University of Memphis. The objective is to combine different ground motion records and scaling factors, using a genetic algorithm (GA) scheme, to match a given design response spectrum in an average sense, minimizing the mean
square error.
10) -- Kottke, A. and E.M. Rathje (2008). A Semi-Automated Procedure for Selecting and Scaling Recorded Earthquake Motions for Dynamic Analysis, Earthquake Spectra, 24(4): 911-932.
Method is to obtain a set of ground motion seismograms for nonlinear dynamic structural analysis that will result in an accurate estimate of the cumulative distribution function (CDF) (GMSM Methods) of the engineering demand parameter (EDP) of interest for a given elastic response spectra.
11) -- Watson-Lamprey, J.A. and N.A. Abrahamson (2006), Selection of Ground Motion Time Series and Limits on Scaling, Soil Dynamics and Earthquake Engineering; 26(5):477-482.
The method is to obtain a set of ground motion seismograms for nonlinear dynamic structural analysis that will result in an accurate estimate of the median of the engineering demand parameter (EDP) of interest for a given structure, earthquake magnitude (M), source-to-site distance [R], and elastic response spectrafirst-mode spectral acceleration [Sa(T1)]
.. To be continued
As per request, thread moved to Magazine, Journals, Papers and Presentations section. (Grunf)
Research Center – Lifelines Program.
A modified application of the DGML software package was used to obtain a set of ground motion acceleration time histories for nonlinear dynamic structural analysis that will result in an estimate of the cumulative distribution function (CDF) and the median of the engineering demand parameter (EDP) of interest for a given structure, earthquake magnitude (M), source-to-site distance ®, site classification (S), and a given first-mode spectral acceleration Sa(T1). For the method application, the DGML was modified to provide a set of records that would approximately match the distribution about the conditional mean target spectrum.
Code:
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9) -- Naeim, F., A. Alimoradi, and S. Pezeshk, (2004). Selection and Scaling of Ground Motion Time Histories for Structural Design Using Genetic Algorithms, Earthquake Spectra, 20(2): 413-426.
This method is designed to provide the best median estimate and/or the PDF of response (GMSM method). This method has been coded as an in-house software developed by Alimoradi and Naeim at John A. Martin and Associates with support from the Mid-America Earthquake Center and The University of Memphis. The objective is to combine different ground motion records and scaling factors, using a genetic algorithm (GA) scheme, to match a given design response spectrum in an average sense, minimizing the mean
square error.
10) -- Kottke, A. and E.M. Rathje (2008). A Semi-Automated Procedure for Selecting and Scaling Recorded Earthquake Motions for Dynamic Analysis, Earthquake Spectra, 24(4): 911-932.
Method is to obtain a set of ground motion seismograms for nonlinear dynamic structural analysis that will result in an accurate estimate of the cumulative distribution function (CDF) (GMSM Methods) of the engineering demand parameter (EDP) of interest for a given elastic response spectra.
11) -- Watson-Lamprey, J.A. and N.A. Abrahamson (2006), Selection of Ground Motion Time Series and Limits on Scaling, Soil Dynamics and Earthquake Engineering; 26(5):477-482.
The method is to obtain a set of ground motion seismograms for nonlinear dynamic structural analysis that will result in an accurate estimate of the median of the engineering demand parameter (EDP) of interest for a given structure, earthquake magnitude (M), source-to-site distance [R], and elastic response spectrafirst-mode spectral acceleration [Sa(T1)]
Code:
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Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
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.. To be continued
As per request, thread moved to Magazine, Journals, Papers and Presentations section. (Grunf)
.