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Earthquake Resistant Engineering and Retrofitting
FQ: 双月
AD of Publication: 北京市
Lanuage: 中文;
ISSN: 1002-8412
CN: 11-5260/P
YP: 1978
Url: 中国建筑学会;中国建筑科学研究院工程抗震研究所
Recommended Journals
Earthquake Resistant Engineering and Retrofitting
2010 -02
Catalog
Research about the Design Principle of Flexural Member Strengthened with Reinforced Concrete for Existing Codes Chen Huan-yong1,2,Shan Cheng-lin2,Liang Li-nong1,Zhong Jian-chong1(1.Guangdong Highway Design Institute Co.,Ltd.,Guangzhou 510507,China;2.College of Civil and Communications,South China University of Technology,GuangZhou 510640,China)
Numerical Simulation on Mechanical Behavior of Reinforced Concrete Core Tube Shi Qing-xuan,Wei Xu,Men Jin-jie,Hou Wei(College of Civil Engineering,Xian University of Architecture and Technology,Xian 710055,China)
Seismic Response Analysis of Frame-shear Wall Asymmetric Structure Guan Min-sheng1,2,Du Hong-biao3,Wu Yan-hai1,Zhou Jun1(1.School of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006,China;2.School of Civil and Transportation Engineering,South China University of Technology,Guangzhou 510640,China;3.College of Civil Engineering,Shenzhen University,Shenzhen 518060,China)
Seismic Response Analysis of Framework Structure under Multi-dimensional Seismic Ren Sen-zhi(School of Civil Engineering and Mechanics,Central South University of Forestry and Technology,Changsha 410004,China)
Sensitivity Analysis of System Stiffness Reliability of Semi-rigid Steel Frames to Random Variables Hou Ying,Huo Da,Teng Hai-wen,Zhang Yang(College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China)
An Improved Multi-mode Pushover Analysis Method Considering the Effects of High Modes Song Huai-jin(China Railway Siyuan Survey and Design Group Co.Ltd,Wuhan 430063,China)
Pushover Analysis of RC Frame School Buildings Considering the Influence of Infilled Wall Qi Bin,Guo Zi-xiong(College of Civil Engineering,Huaqiao University,Quanzhou 362021,China)
Nonlinear Finite Element Analysis on SRHSHPC Frame Joints Zeng Lei1,Xu Cheng-xiang1,Zheng Shan-suo2,Lü Ying2(1.School of Urban Construction,Yangtze University,Jingzhou 434023;China;2.School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China)
Modal Analysis of Reinforced Concrete Masonry Structure Yu Yang1,2(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Civil Engineering College of Daqing Petroleum Institute,Daqing 163318,China)
Effect of Strengthened Story on Seismic Behavior of Super High-rise Structure You Li-juan,Chen Zhong-fan(College of Civil Engineering,Southeast University,Nanjing 210096,China)
Research on Theory of High Position Story-isolation Structure Qi Kai,Xu Hang-li,Zheng Guo-chen,Fan Hong-wei(College of Civil Engineering,Fuzhou University,Fuzhou 350002,China)
Research and Application on Design Method of Reinforced Concrete Frame Adding-story Isolation Structures Xu Hang-li,Qi Kai,Fan Hong-wei(College of Civil Engineering,Fuzhou University,Fuzhou 350002,China)
Parameter Analysis for Torsional Responses Mitigation of the Structure with Damped Bracings Lu Wei-dong1,2,Lan Zong-jian1,Liu Wei-qing2(1.School of Civil Engineering,Southeast University,Nanjing 210096,China;2.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China)
Analysis of Aseismic Performances of SRC Transfer Structure with Supplemental Energy Dissipation Haunch Brace Wu Yi,He Ming-ji,Zhou Yun,Zhang Chun-mei,Zheng Jun-guang(College of Civil Engineering of Guangzhou University,Guangzhou 510006,China)
Study on the Performance of Double-steel Tube Buckling-restrained Brace Yang Ye-bin,Deng Xue-song,Qian Hong-tao,Zhou Yun(Department of Civil Engineering,Guangzhou University,Guangzhou 510006,China)
Comparison and Analysis of Seismic Design of Steel Structures between Chinese Code and American Code Xu Hai-bo1,Wang Guang-jian2,Yi Fang-min1,Dong Ke3(1.China Academy of Building Research,Bejing 100013,China;2.Engineering Command in Huabei of CR20G,Beijing 100097,China;3.China University of Mine & Technology,Beijing 100083,China)
Determination of Design Principle of Steel Frames with Buckling Restrained Braces using Reliability Theory Guo Xiao-kang1,Li Guo-qiang1,2(1.School of Civil Engineering,Tongji University,Shanghai 200092,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)
Discussion of Performance-based Seismic Design for Concrete-filled Steel Tubular Frame Wang Wen-da1,2,Xia Xiu-Li1,2,Shi Yan-Li1,2(1.College of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China;2.Western Center of Disaster Mitigation in Civil Engineering,Ministry of Education,Lanzhou 730050,China)
Studies on a Seismic Retrofitting Method Which Cuts off the Bottom Columns and Adds Isolators for the Damaged Ground Floor Frame Zhou Yun1,Wu Cong-xiao1,Wu Cong-yong2(1.School of Civil Engineering of Guangzhou University,Guangzhou 510006,China;2.Architecture Design Institute of Guangzhou University,Guangzhou 510405,China)
Seismic Appraisal of An Extension-story-building Wu Jian-ping,Bao Hai-e,Yao Zhi-hua,Qi Juan(China Academy of Building Research,Beijing 100013,China)
Civil Air Defense Engineering Damage Diagnosis Based on Modal Parameters and Neural Network Technique Yan Xiang-cheng1,Xu Jin-yu1,2,Zheng Fei1(1.The Engineering Institute,Air Force Engineering University,Xi'an 710038,China;2.Department of Civil Engineering,Northwestern Polytechnical University,Xi'an 710072,China)
Implementation Procedure of Program for the Design of Seismic Appraisal and Seismic Strengthening Ren Wei-jiao1,Chen Dai-lin1,Sun Song-liang2,Wu Shu-sen2(1.Institute of Building Structures,China Academy of Building Research,Beijing 100013,China;2.Laizhou Gold Coast Travel Real Estate Co.Ltd.)
Seismic Damage Prediction of Single-story Industrial Building Based on Rough Set and RBF Neural Network Zhou Li-ping,Wen Jin,Ma Rong-bo,He Dong-hui(Department of Civil Engineering and Architecture,Northwestern Polytechnical University,Xi'an 710072,China)
2010 Issues:  [01] [02] [03] [04] [05] [06]
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