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《Earthquake Engineering and Engineering Vibration》 2005-05
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An improved algorithm for the calculation of inelastic response spectra

Zhu Jingqing~(1),Zhu Xiaoli~(1),Wang Dongsheng~(2)(1.lnstitute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.School of Civiland Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China)  
The computational accuracy and efficiency of inelastic response spectra are important for the design of structures to resist earthquakes and the research which needs to process a large number of strong motion data in other earthquake engineering problems.In this paper,some problems of calculating the inelastic response spectrum are discussed(the form of equation of motion,the selection of spectrum parameters,the method for dealing with the critical points on restoring force models and the technique for time integration in solution of the equation of motion).The theoretical considerations relative to these problems are presented,and an improved algorithm is introduced.Next,two numerical examples are fulfilled.One is a hardening bilinear system,and the other belongs to the ideal elasto-plastic type.Finally,linked with the calculating work and the calculated results,some complementary discussions and comments on other related matters of calculating inelastic response spectra are given.
【Fund】: 地震科学联合基金项目(101056)
【CateGory Index】: P315.0;
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 ZHUO Wei-dong, FAN Li-chu (College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China; State Key Laboratory for Disaster Reduction in Civil Engineering at Tongji University, Shanghai 200092, China);On strength reduction factors used for seismic design of structures[J];Earthquake Engineering and Engineering Vibration;2001-01
2 Wei Chengji ( Chinese Academy of Building Research );Displacement Ratio Spectrum of Elastoplastic Structures[J];Journal of Building Structures;1983-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Ou Jinping; He Zheng; Wu Bin; Qiu Fawei(Harbin University of Civil Engineering and Architecture, Harbin, 150008. China);Seismic Damage Performance- based Design of Reinforced Concrete Structures[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-01
2 ZHAI Chang-hai~(1), GONG Mao-sheng~(2), ZHANG Mao-hua~(1), XIE Li-li~(1,2), ZHANG Min-zheng~(2)(1.School of Civil Engineering , Harbin Institute of Technology, Harbin 150090, China; 2. Institute of EngineeringMechanics, China Earthquake Administration, Harbin 150080, China);On seismic resistance spectra of constant ductility of structures[J];Earthquake Engineering and Engineering Vibration;2004-01
3 Wang Dongsheng~(1,2),Li Hongnan~(2),Wang Guoxin~(2),Yue Maoguang~(2)(1.Institute of Bridge and Road Engineering,Dalian Maritime University,Dalian 116026,China;2.School of Civil and Hydraulic Engineering,Dalian Univ.of Technol.,Dalian 116024,China);Study on characters of long period portion of inelastic spectra[J];Earthquake Engineering and Engineering Vibration;2006-02
4 Bai Shaoliang~(1),Li Gangqiang~(1,2),Li Yingmin~(1),Wei Feng~(1) (1.Faculty of Civil Engineering,Chongqing University,Chongqing 400045,China;2.IPPR Engineering International,Beijing 100089,China);Seismic measures for RC structures in view of R-μ-T relations[J];Earthquake Engineering and Engineering Vibration;2006-05
5 HAN Jianping1,2,YAN Ru3,LI Hui1(1.Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology,Lanzhou 730050,China;2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;3.Wuxi Jiuyu Architectrual Design Co.,LTD,Wuxi 214432,China);Performance-based seismic design for structures with viscoelastic dampers[J];Journal of Earthquake Engineering and Engineering Vibration;2008-01
6 ZHOU Jing1,CAI Jian2,FANG Xiaodan2 (1.College of Civil Engineering and Mechanics,Xiangtan University,Xiangtan 411105,China;2.College of Architecture,South China University of Technology,Guangzhou 510640,China);Analysis of seismic strength reduction factors for shear-type structures[J];Journal of Earthquake Engineering and Engineering Vibration;2008-02
7 NIE Liying1,LI Jianzhong2,HU Shide2,FAN Lichu2(1.Department of Civil Engineering,Hohai University,Nanjing 210098,China;2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China);The effects of antiseismic bolt on seismic estimation of heteromorphic bridge and its simulation[J];Journal of Earthquake Engineering and Engineering Vibration;2008-02
8 YANG Wei1,OU Jinping1,2(1.Department of Urban & Civil Engineering,Harbin Institute of Technology Shenzhen Graduate School,Shenzhen 518055,China;2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Earthquake inelastic response spectra——damage spectra[J];Journal of Earthquake Engineering and Engineering Vibration;2008-06
9 HUANG Zhihua,LU Xilin,ZHOU Ying,BO Yi(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);The comparison of R-μ-T relationships and their application in the displacement demand evaluation of high-rise structures[J];Journal of Earthquake Engineering and Engineering Vibration;2009-02
10 ZHOU Ying,BO Yi,LU Xilin,HUANG Zhihua (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);The application of elasto-plastic response spectrum analysis to a hybrid structure[J];Journal of Earthquake Engineering and Engineering Vibration;2009-02
China Proceedings of conference Full-text Database 4 Hits
1 Ye Zhiming Lou Sizhan Chen Lingli (Department of Civil Engineering,Shanghai University,Shanghai 200072,P.R.China);NEW DEVELOPMENT OF SEISMIC RISK ASSESSMENT ON BUILDING[A];[C];2004
2 Wang Dongsheng Li Hongnan Wang Guoxin (School of Civil and Hydraul.,Dalian Univ.of Technol.,Dalian 116024,P.R.China);COMPARISON OF INELASTIC SEISMIC RESPONSE SPECTRAL[A];[C];2004
3 LuHong-biao,Liu Wen-yuan,Xu xiao-zhuang (Engineering Institute of Engineering Corps,PLA University Of Science.& Technology,Nanjing 210007,Jiangsu,China);The Study of strength-reduction factors for seismic design[A];[C];2008
4 Lu Hong-biao,Liu Wen-yuan,Xu xiao-zhuang (Engineering Institute of Engineering Corps,PLA University Of Science,& Technology, Nanjing 210007,Jiangsu,China);The Realization on Inelastic Demand Spectrum[A];[C];2008
【Co-references】
Chinese Journal Full-text Database 4 Hits
1 YIN Hua-wei1 , WANG Meng-fu1 , ZHOU Xi-yuan2 (1. Hunan University, Changsha 410082, China; 2. China Academy of Building Research, Beijing 100013, China);STUDIES AND IMPROVEMENTS ON STRUCTURAL STATIC PUSHOVER ANALYSIS METHOD[J];Engineering Mechanics;2003-04
2 Huang Zongming; Luo Zhijian (Chongqing Jianzhu University) (Yunnan University of Science and Engineering)Lai Ming (Chongqing Jianzhu University);Suitability of Bi-linear Restoring Force Model in Earthquake Response Analysis[J];JOURNAL OF CHONGQING JIANZHU UNIVERSITY;1996-02
3 GUO Zi-xiongYANG Yong (Department of Civil Engineering, Huaqiao University, Quanzhou, 362011, China);State-of-the-art of restoring force models for RC structures[J];World Information On Earthquake Engineering;2004-04
4 Wang Mengfu Zhou Xiyuan (Hunan University) (Beijing University of Technology);MODIFIED PUSHOVER ANALYSIS AND SEISMIC PERFORMANCE EVALUATION FOR TALL BUILDING[J];China Civil Engineering Journal;2003-11
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