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World Earthquake Engineering
FQ: 季刊
AD of Publication: 黑龙江省哈尔滨市
Lanuage: 中文;
ISSN: 1007-6069
CN: 23-1195/P
YP: 1985
Url: 中国力学学会;中国地震局工程力学研究所
Recommended Journals
World Earthquake Engineering
2003 -01
Experimental study on seismic resistant capacity of repaired and strengthened masonry walls WENG Dagen1,LU·· Xilin1,REN Xiaosong1,Tetsuo KUBO2,Li Kangning2ing,Tongji University,Shanghai 200092,China;2.Earthquake Disaster Mitigation Research Center, NIED, Miki, Japan)
The deformational and stress behavior of wooden frame of Chinese ancient buildings under horizontally reverse load GAO Dafeng, ZHAO Hongtie, XUE Jianyang, ZHANG Pengcheng(School of Civil Engineering, Xi′an Univ. of Arch.& Tech., Xi′an 710055,China)
Total probability forecasting method for economic loss of seismic damage LIU Benyu1,SU Jingyu2,JIANG jianjing1,LI Gang3(1.Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2.Earthquakeresistant Research Institute, China Building Science Academy, Beijing 100013,China; 3.Deparmtent of Civil Engineering, Hebei University of Technology, Tianjin 300130,China)
A numerical solution for determining performance point QU Chengzhong, XIE Lili (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China)
The estimation of indirect loss expectation after earthquake considering randomness of traffic demand and supply CHEN Yanyan1,WANG Guangyuan2(1.Transportation Research Center,Beijing Polytechnic University, Beijing 100022,China ;2.School of Civil Engineering, Harbin University of Technology,Harbin 150090 ,China)
Design of earthquake damage prediction system of reinforced concrete frame structures based on GIS technology LUAN Maotian1,ZHANG Lue1,YANG Qing1,LUO Zengwen1, ZHANG Hongmin2, WANG Yongshan2, FAN Zaiqiu2, XU Jianwen2,SONG Shanbai2ry of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. Port Authority of Qinhuangdao, Qinhuangdao 066000, China )
Improved semi-active control algorithm and simulation analysis for vibration reduction of structures using MR dampers ZHANG Chunwei,OU Jinping (School of Civil Engineering, Harbin Institute of Technology, Harbin 150090,China)
A review on seismic stability of earth and rockfill dams WU Zhaoying1,2, JING Liping2, BO Jingshan2(1. Seismological Bureau of Jilin Province, Changchun 130022,China; 2.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China)
Analysis on factors influencing the structural seismic effects based on comparison of the last and now-used seismic codes of China LI Yingmin1, ZHENG Nina1, ZHOU Changan2(1. College of Civil Engineering, Chongqing University, Chongqing 400045,China;  2. Committee of Construction of Chongqing, Chongqing 400015,China)
Analysis on dynamic interaction of petro-chemical equipment system CAO Bingzheng1, LUO Qifeng1,YANG Yucheng2(1.Research Institute of Structural Engineering & Disaster Reduction, Tongji University, Shanghai 200092, China;2.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China)
An experimental study on reinforced concrete frame beams strengthened with carbon fiber sheets under cyclic loading WU Bo,WANG Weijun,ZHANG Zhengxian(Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China)
On some models of internal structural hierarchy of geomaterials QI Chengzhi1,WANG Mingyang2,ZHAO Yuetang2,QIAN Qihu2(1.Department of Civil Engineering, Beijing Institute of Civil Engineering and Architecture,Beijing 100044,China;2.PLA University of Science and Technology, Nanjing 210007)
Comparative experimental study of masonry walls strengthened by CFRP and computation model analysis ZHANG Xiangshun,GU Qian,PENG Shaomin(College of Civil Engineering ,Wuhan University of Technology,Wuhan 430070,China)
Study on attenuation law of ground motion induced by subway shock TAO Lianjin1,LI Xiaolin1,LU Xi1,ZHANG Dingsheng2(1.College of Civil and Architecture Engineering, Beijing Polytechnic University, Beijing 100022, China; 2.Beijing Urban Design and Research institute, Beijing 100044, China)
A state-of-art of research on dynamic modulus and damping ratio of soils SUN Jing, YUAN Xiaoming(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China)
A predicting model of artificial neural networks for lateral spread induced by earthquake SHE Yuexin1,2, LIU Hanlong1, GAO Yufeng1 (1.Research Institute of Geoengineering, Hohai University, Nanjing 210098,China; 2.Huaiyin Institute of Technology, Huai′an 223001,China)
Experiment research on structural performance of Dougong ZHANG Pengcheng, ZHAO Hongtie, XUE Jianyang, GAO Dafeng(Civil Engineering department, Xi`an University of Architecture and Technology,Xi′an 710055,China)
A WebGIS based method for easily updating the city digital map YAO Baohua, TAO Xiaxin, XIE Lili(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China)
The amplifying effect of ground soil to earthquake wave YUAN Lixia1,2(1. Department of Geology, Northwest University, Xi'an 710069,China; 2. Ningxia University, Yinchuan 750021, China )
Random earthquake response analysis and optimization of rigid-structures with base-isolation HUANG Tianli1 ,LI Chuangdi2 ,HE Yibin1 ,ZOU Wanjie2 ,LI Tun2 ,LIN Zhixing3 (1. College of Civil Engineering, Hunan University, Changsha 410082,China;2. Department of Civil Engineering, Guangxi Institute of Technology, Liuzhou 545006,China;a)
Equivalent damage value transform according to extrema of shear stress time history and its application in earth and rockfill dam's response to multi-point earthquake input TIAN Jingyuan1,LIU Hanlong1, CHEN Guoxing2 ZHOU Yundong1 (1. Geotechncal Institute of Hohai University, Nanjing 210098, China; 2. Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China)
Study on hybrid control of semi-active tuned mass damper combined with energy dissipation system ZHOU Jianzhong1,2, ZHAO Hongtie2(1.College of Soil and Water Conservation,Beijing Forestry University,Beijing 100083,China;2.Institute of Construction Engineering,Xi′an University of Architectural and Technology,Xi′an 710055,China)
Time sequence method of simulating earthquake wave and its applications HU Kongguo1,2,CHEN Xiaobing1,2,YUE Qingrui1,2(1.Engineering Structure Institute of Building and Construction of Ministry of Metallurgical Industry, Beijing 100088,China;2.National Engineering Research Center for Diagnosis and Rehabilitation of Industrial Buildings, Beijing 100088,China)
Optimal criteria of frame-shear wall structures MU Cuiling1,WANG Wenjun2,CHEN Cunen3 (1.Center of Rudimentary Education, Zhongshan University, Zhuhai 519082,China; 2.KUNFAI Real Estate(Zhuhai)CO.,LTD,Zhuhai 519020,China; 3.Polytechnic College, South China Agricultural University,Guangzhou 510642,China) 
Research on optimum parameters of base-isolated buildings with lead laminated rubber bearings TIAN Jie1,2,ZHANG Junfa1,2,LIU Yunhe2,3,WANG Kecheng2(1.The School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China; 2. The Department of Civil Engineering, Xi'an University of Technology, Xi'an 710048, China; 3. China Institute of Water Resources and Hydropower Research, Beijing 100038,China)
The response spectrum method based on modified modal displacement method for multisupport structure XIA Youbai,WANG Nianqiao(Department of National and Civil Engineering, EIEC, PLAUST, Nanjing 210007,China)
2003 Issues:  [01] [02] [03] [04]
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