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Journal of Earthquake Engineering and Engineering Vibration
FQ: 双月
AD of Publication: 黑龙江省哈尔滨市
Lanuage: 中文;
ISSN: 1000-1301
CN: 23-1157/P
YP: 1981
Url: 中国力学学会;中国地震局工程力学研究所
Recommended Journals
Journal of Earthquake Engineering and Engineering Vibration
2009 -02
Catalog
Study on amplitude and duration characteristics of near-fault strong ground motions LI Xinle1,2,DOU Huijuan2,ZHU Xi3,LI Hongnan1(1.School of Civil and Hydraculic Engineering,Dalian University of Technology,Dalian 116024,China;2.School of Civil Engineering and Architecture,Dalian Nationalities University,Dalian 116600,China;3.College of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China)
Synthesis method of non-stationary ground motion based on random Fourier spectra AI Xiaoqiu1,LI Jie2(1.Shanghai Institute of Disaster Prevention and Relief,Tongji University,Shanghai 200092,China;2.Department of Building Engineering,Tongji University,Shanghai 200092,China)
The comparison of simulated ground motions of Lulong Earthquake between empirical Green function method and stochastic method LI Qicheng1,2,JING Liping1,LI Zhongning3(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Heilongjiang Institute of Science and Technology,Harbin 150027,China;3.Heilongjiang University,Harbin 150080,China)
The effects of geometrical imperfections on dynamic stability of arch structures YI Zhuangpeng1,ZHAO Yueyu2,ZHU Kezhao2,WANG lianhua2(1.School of Civil Engineering and Architecture,Changsha University of Science and Technology,Changsha 410114,China;2.College of Civil Engineering,Hunan University,Changsha 410082,China)
Comparison among ARX structural modal parameter identification methods by using seismic observation records CAO Huilan1,LI Shanyou2,LI Wei2,ZHANG Lei3(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;3.5th Engineering Co.Ltd.China Railway 13th Bureau,Changchun 130031,China)
Dynamic characteristics and limited span analysis of submarine pipeline under different supporting conditions BAO Ridong1,WEN Bangchun2(1.Shenyang Institute of Chemical Technology,Shenyang 110142,China;2.Northeastern University,Shenyang 110004,China)
Three-dimensional finite element analysis of the prestressed egg-shaped digester CHEN Huaming1,FAN Surong2,3,JIANG Leigang4(1.China Institute of Building Standard Design & Research,Beijing 100044,China;2.Ministry of Housing and Urban-Rural Development,Beijing 100835,China;3.Nanjing University of Technology,Nanjing 210009,China;4.Construction and Management of New Town in Jiangyin,Jiangyin 214426,China)
Parametric analysis of viscous damper of self-anchored suspension bridge with single tower ZHANG Chao,FANG Zhenzheng (College of Civil Engineering,Fuzhou University,Fuzhou 350002,China)
Experimental study on seismic behavior of suspension bridge used for long-distance pipelines WANG Jinguo1,2,DING Yang1,GUO Xun3 (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Daqing Oilfield Engineering Co.Ltd,Daqing 163712,China;3.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China)
Study on optimal placement of acceleration sensors for health monitoring of a long-span continuous rigid-frame bridge ZONG Zhouhong1,SUN Jianlin1,2,XU Liqun1,LI Jiawei1(1.College of Civil Engineering,Fuzhou University,Fuzhou 350108,China;2.Headquarters of Expressway Construction in Fujian Province,Fuzhou 350001,China)
Analysis of the seismic responses of a base-isolated building on the basis of strong motion observation JIN Xing1,2,3,4,WEI Yongxiang1,ZHANG Hongcai1,2,LI Hongyu2,LI Jun1(1.Fujian Province Earthquake Administration,Fuzhou 350003,China;2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;3.Fuzhou University,Fuzhou 350002,China;4.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China)
Study on the value of design bearing capacity in displacement-based seismic design XIN Li,LIANG Xingwen,TONG Yuesheng(Key Laboratory for Structural Engineering and Earthquake Resistance,Xi'anUniv.of Arch.& Tech.,Xi'an 710055,China)
The comparison of R-μ-T relationships and their application in the displacement demand evaluation of high-rise structures HUANG Zhihua,LU Xilin,ZHOU Ying,BO Yi(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)
Pushover analysis of steel reinforced concrete frame CHU Liusheng1,BAI Guoliang2 (1.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;2.School of CivilEngineering,Xi'an University of Architecture and Technology,Xi'an 710055,China)
The application of elasto-plastic response spectrum analysis to a hybrid structure ZHOU Ying,BO Yi,LU Xilin,HUANG Zhihua (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)
Study on the relationship between story drift and element deformation for reinforced concrete frames JIANG Huanjun,LU Xilin(State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)
Evaluation of hysteretic energy to input energy ratio in tall hybrid structures LIU Zhefeng1,SHEN Pusheng2(1.School of Civil Engineering and Architecture,Changsha University of Science and Technology,Changsha 410076,China;2.College of Civil Engineering,Hunan University,Changsha 410082,China)
Test on thin steel plate shear wall with opening under cyclic loading HAO Jiping1,CAO Chunhua2,WANG Yingchun1,LI Feng1(1.Xi'an University of Architecture.&Technology,Xi'an 710055,China;2.Huayi Design & Consulting Co.,Ltd,Shenzhen 518031,China)
Experimental research on restoring force model of SRC special-shaped columns LIU Yi1,ZHAO Hongtie1,XUE Jianyang1,CHEN Zongping2(1.School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China;2.School of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China)
Experimental study on seismic performance of a three-layer shear wall structure with single row of steel bars YANG Xingmin,CAO Wanlin,ZHANG Jianwei,DONG Hongying (The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing,100124,China)
Influence of initial static loading on dynamical bending strength of fully-graded concrete beam DU Xiuli,TIAN Ruijun,PENG Yijiang (The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology,Beijing 100022,China)
Experimental research on bearing capacity of axially loaded T-shaped short columns confined with stirrups WANG Tiecheng1,2,WANG Xiaowei1,3 (1.School of Civil Engineering,Tianjin University,Tianjin300072,China;2.Tianjin Key Laboratory of Civil Engineering Structure and New Materials,Tianjin300072,China;3.School of Civil Engineering,Hebei University of Technology,Tianjin300401,China)
Analysis of wind-induced dynamic response for single beam string structures HUANG Ying,FANG Zhenzheng,CHEN Hongyuan(College of Civil Engineering,Fuzhou University,Fuzhou 350108,China)
Parameter sensitivity analysis of seismic response of underground pipeline based on GRNN WANG Wei,MA Donghui,SU Jingyu,GUO Xiaodong,WANG Zhitao(Institute of Earthquake Resistance and Disaster Reduction,Beijing University of Technology,Beijing 100022,China)
A simplified method for computing Park & Ang damage model based on energy concept YANG Wei1,OU Jinping1,2(1.Department of Urban & Civil Engineering,Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China;2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China)
Damage index based on statistical properties of structural dynamic responses YANG Xiaoming1,2,LIU Haiqing1,3(1.College of Civil Engineering and Architecture,Liaoning Technical University,Fuxin 123000,China;2.Department of Civil Engineering,The Hong Kong University of Science and Technology,Clear Water Bay,Kowloon,Hong Kong,China;3.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China)
Evaluation of damage to HRB400 grade reinforced concrete columns WANG Quanfeng,LIU Lianglin,SHEN Zhangchun(College of Civil Engineering,Huaqiao University,Quanzhou 362021,China)
Coupling method for analyzing fluid-structure interaction in long-span flexible roof wind-induced vibration SUN Fangjin1,ZHANG Daming2,YIN Zhixiang3(1.Institute of Civil Engineering & Architecturure,Liaoning Technical University,Fuxin 123000,China;2.Technical and EconomicInstitute,Liaoning Technical University,Fuxin 123000,China;3.Graduate School,Liaoning Technical University,Fuxin 123000,China)
Study on different analytical models of pile-soil dynamic interaction LIU Liping1,2,LI Yingmin1,HAN Jun1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Chongqing Communications Research and Design Institute,Chongqing 400067,China)
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