1000-131X
2015 Issue 12
Seismic design method of partially-restrained steel frame with RC infill walls(Ⅱ) : Numerical verification
Sun Guohua;Gu Qiang;Fang Youzhen;Yang Wenxia;Qi Yongsheng;Jiangsu Key Laboratory of Structure Engineering;Suzhou University of Science and Technology;Hohai University;
Sun Guohua;Gu Qiang;Fang Youzhen;Yang Wenxia;Qi Yongsheng;Jiangsu Key Laboratory of Structure Engineering;Suzhou University of Science and Technology;Hohai University;
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Performance optimization analysis of FAST reflector supported cable-net based on initial baseline state
Luo Bin;Guo Zhengxing;Wang Kai;Xiao Quandong;The Key Laboratory of C & PC Structures of the Ministry of Education;Southeast University;National Prestress Engineering Research Center;Southeast University;Architects & Engineers Co.;Ltd.;Southeast University;
Luo Bin;Guo Zhengxing;Wang Kai;Xiao Quandong;The Key Laboratory of C & PC Structures of the Ministry of Education;Southeast University;National Prestress Engineering Research Center;Southeast University;Architects & Engineers Co.;Ltd.;Southeast University;
..............page:12-22
Experimental study on failure criterion and stress-strain constitutive equation of recycled coarse aggregate concretes under multiaxial compression
Chen Zongping;Chen Yuliang;Xu Jinjun;Xue Jianyang;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education;Guangxi University;
Chen Zongping;Chen Yuliang;Xu Jinjun;Xue Jianyang;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education;Guangxi University;
..............page:23-33
Three level seismic capacity identification method of brick buildings
Zhang Lingxin;Liu Chen;Liu Jieping;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;CEA;Tianhua Architecture Planning & Engineering Limited;
Zhang Lingxin;Liu Chen;Liu Jieping;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;CEA;Tianhua Architecture Planning & Engineering Limited;
..............page:34-40
A modified stiffness reduction method for calculating the natural frequencies of composite beams considering the effect of interfacial slippage
Zhang Shubing;Wang Jingquan;Li Ming;Yan Xiaowei;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;Jiangsu Province Communications Planning and Design Institute Co.;Ltd.;National Engineering Research Center for Prestressing;Southeast University;
Zhang Shubing;Wang Jingquan;Li Ming;Yan Xiaowei;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;Jiangsu Province Communications Planning and Design Institute Co.;Ltd.;National Engineering Research Center for Prestressing;Southeast University;
..............page:41-49
Bi-directional analog shaking table test on performance-enhanced recycled aggregate concrete frame structure model
Fan Yujiang;Wang Sheliang;Zhao Junhai;Huo Xiaoping;Chang’an University;Xi’an University of Architecture and Technology;
Fan Yujiang;Wang Sheliang;Zhao Junhai;Huo Xiaoping;Chang’an University;Xi’an University of Architecture and Technology;
..............page:50-62
Experimental research on seismic behaviors of beam-column joints of corroded RC frame in the coastal atmosphere
Zheng Shansuo;Sun Longfei;Liu Xiaorui;Yang Wei;Xi’an University of Architecture and Technology;
Zheng Shansuo;Sun Longfei;Liu Xiaorui;Yang Wei;Xi’an University of Architecture and Technology;
..............page:63-71
Analysis on hysteretic behavior of concrete-filled square steel tubular column to steel-encased concrete composite beam connections
Lin Yan;Zhou Xuejun;Jiang Wei;Yao Zongjian;Shandong University;Shandong Jianzhu University;Shandong Tianwei Engineering Consulting Co.;Ltd.;
Lin Yan;Zhou Xuejun;Jiang Wei;Yao Zongjian;Shandong University;Shandong Jianzhu University;Shandong Tianwei Engineering Consulting Co.;Ltd.;
..............page:72-81
Experimental study on impact behaviors of CFRP cable and its anchoring system
Xiang Yu;Fang Zhi;Wang Changlin;Hunan University;
Xiang Yu;Fang Zhi;Wang Changlin;Hunan University;
..............page:82-90
Reconsideration of wind-induced vibration mitigation of long-span cable supported bridges:effects of passive control and strategy of active control
Zhao Lin;Ge Yaojun;Guo Zhengwei;Li Ke;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
Zhao Lin;Ge Yaojun;Guo Zhengwei;Li Ke;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
..............page:91-100
Study on aerodynamic effects of the separate-type highway-railway double-deck bridge-vehicle-wind screen system by wind tunnel tests
Su Yang;Li Yongle;Chen Ning;Bao Yulong;Li Long’an;Southwest Jiaotong University;China Railway Major Bridge Reconnaissance&Design Institute Co.;Ltd.;
Su Yang;Li Yongle;Chen Ning;Bao Yulong;Li Long’an;Southwest Jiaotong University;China Railway Major Bridge Reconnaissance&Design Institute Co.;Ltd.;
..............page:101-108
Analysis on stress state adjustment and collapse of rock slope subject to seismic loads
Wang Laigui;Xi Yanhui;Liu Xiangfeng;Zhao Guochao;Liaoning Technical University;
Wang Laigui;Xi Yanhui;Liu Xiangfeng;Zhao Guochao;Liaoning Technical University;
..............page:109-115
Experimental study on dynamic modulus of asphalt mixture based on free-free resonant test
Tan Yiqiu;Fu Xiguang;Ma Shaojun;Zhou Xiwei;Wang Xiaoting;Harbin Institute of Technology;Shanghai Municipal Engineering Design Institute;
Tan Yiqiu;Fu Xiguang;Ma Shaojun;Zhou Xiwei;Wang Xiaoting;Harbin Institute of Technology;Shanghai Municipal Engineering Design Institute;
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