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1.	Original version of the author's contribution as presented on CD, section: .: PDF ON THE COMMENT OF THE NEW ZEALAND SEISMIC CODE OF PRACTICE REGARDING INTEGRATION STEP SIZES WHEN IMPLEMENTED IN NONLINEAR ANALYSIS OF SOME MODERN EARTHQUAKE RESISTANT SYSTEMS Ziaeemehr, Bahador ; Bahar, Omid The true behavior of structural systems is nonlinear and dynamic. Specifically in analyses of structural systems against earthquakes, time integration of the semi-discret [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0495.: PDF Nonlinear Dynamic Behavior of RC Buildings Against Accelerograms with Partial Compatible Spectrum Bahar, Omid ; Taherpour, Abolfazl Recently, In order to obtain artificial accelerograms with compatible spectrum using wavelet an alternative way, named two-band matching procedure, is presented. This pro [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 05-03-0215.: PDF Selection of Artificial Spectrum Compatible Accelerograms for Nonlinear Dynamic Analysis of RC Buildings Bahar, Omid ; Taherpour, Abolfazl Discrete Wavelet Transform (DWT) is a powerful method to modify real accelerograms such that their spectra match the design spectrum. But, there is a main question; can w [...] Detailed record - Similar records

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