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41篇 您的检索式：作者名="CHINTANAPAKDEE C"

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	题名	作者	年代	出处	被引量
1	Inelastic deformation ratios for design and evaluation of structures:single-degree-offreedom bilinear systems显示文摘	CHOPRA A K CHINTANAPAKDEE C	2004	Journal of Structural Ensineering ASCE2004，130，9：	1
2	Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions显示文摘	Chopra A K Chintanapakdee C	2001	Earthquake Engineering and Structural Dynamics2001，30，1：	1
3	Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands 显示文摘	Chopra A K Goel R K Chintanapakdee C	2004	Earthquake Spectra2004，20，3：	1
4	Drift spectrum versus modal analysis of structural response to near-fauh ground motions显示文摘	Chopra A K Chintanapakdee C	2001	Earthquake Spectra2001，17，2：	1
5	Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands 显示文摘	Chopra A K Goel R K Chintanapakdee C	2004	Earthquake Spectra2004，20，3：	1
6	Comparative response of SDF system to near-fault and far-fault earthquake motions in the context of spectral regions显示文摘	Chopra A K Chintanapakdee C	2001	Earthquake Engineering and Structural Dynamics2001，30，12：	1
7	Inelastic deformation ratios for design and evaluation of structures:Singledegree-of-freedom bilinear systems 显示文摘	Chopra A K Chintanapakdee C	2004	Journal of Structural Engineering2004，130，9：	1
8	Drift spectrum versus modal analysis of structural response to near-fault ground motions 显示文摘	Chopra A K Chintanapakdee C	2001	Earthquake Spectra2001，17，2：	1
9	Comparing response of SDF systems to near-fault and far-fault Earthquake Motions in the context of spectral regions 显示文摘	Chopra A K Chintanapakdee C	2001	Earthquake Engineenng & Structural Dynamics2001，30，12：	1
10	Seismic response of vertically irregular frames: response history and modal pushover analyses显示文摘	Chintanapakdee C Chopra A K	2004	Journal of Structural Engineering2004，130，8：	1
11	Seismic response of vertically irregular framesz response history and modal pushover an- alyses 显示文摘	CHINTANAPAKDEE C CHOPRA A K	2004	Journal of Structural Engineering2004，130，8：	1
12	Inelastic deformation ratios for design and evaluation of structures: single degree of freedom bilinear systems 显示文摘	Chopra A K Chintanapakdee C	2004	Journal of Structural Engineering- ASCE2004，130，9：	1
13	Assessment of current nonlinear static procedures for seismic evaluation of BRBF buildings 显示文摘	Nguyen A H Chintanapakdee C Hayashikawa T	2010	Journal of Constructional Steel Research2010，66，89：	1
14	Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands 显示文摘	Chopra A K Goel R K Chintanapakdee C	2004	Earthquake Spectra2004，20，3：	1
15	Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands 显示文摘	Chopra A K Goel R K Chintanapakdee C	2004	Earthquake Spectra2004，20，3：	1
16	Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions 显示文摘	Chopra A K Chintanapakdee C	2001	Earthquake Engineering and Structural Dynamics2001，30，12：	1
17	Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems 显示文摘	CHOPRA A K CHINTANAPAKDEE C	2004	Journal of Structural Engineering2004，130，9：	1
18	Evaluation of model pushover analysis using generic frames 显示文摘	Chintanapakdee C and Chopra A K	2003	Earthquake Engineering and Structural Dynamics2003，32，：	1
19	Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands显示文摘	CHOPRA A K GOEL R K CHINTANAPAKDEE C	2004	Earthquake Spectra2004，20，3：	1
20	Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands显示文摘	ChopraAK Goel R K Chintanapakdee C	2004	Earthquake Spectra2004，20，3：	1

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