1000-131X
2013 Issue 10
Shear strength of interior steel reinforced high strength concrete beam-column joints
Jia Jinqing;Zhu Weiqing;Wang Jizhong;Dalian University of Technology;
Jia Jinqing;Zhu Weiqing;Wang Jizhong;Dalian University of Technology;
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Experimental study on the seismic behavior of all-steel buckling-restrained brace with low yield point
Wang Jiaojiao;Shi Yongjiu;Yan Hong;Wang Yuanqing;Pan Peng;Toshio Makino;Qi Xue;Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;Sumikin Kansai Industries Co.;Ltd.;
Wang Jiaojiao;Shi Yongjiu;Yan Hong;Wang Yuanqing;Pan Peng;Toshio Makino;Qi Xue;Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;Sumikin Kansai Industries Co.;Ltd.;
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Shaking table test on failure mechanism of single-layer reticulated dome
Nie Guibo;Fan Feng;Zhi Xudong;Dai Junwu;Institute of Engineering Mechanics;China Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration;Harbin Institute of Technology;
Nie Guibo;Fan Feng;Zhi Xudong;Dai Junwu;Institute of Engineering Mechanics;China Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration;Harbin Institute of Technology;
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Experimental study on aseismic behavior of concrete filled double-steel-plate composite shear walls
Li Shengyong;Nie Jianguo;Liu Fujun;Hu Hongsong;Fan Jiansheng;Shao Dacheng;Yu Deming;RBS Architecture Engineer Design Associates;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;Xinyu Real Estate Development Company;
Li Shengyong;Nie Jianguo;Liu Fujun;Hu Hongsong;Fan Jiansheng;Shao Dacheng;Yu Deming;RBS Architecture Engineer Design Associates;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;Xinyu Real Estate Development Company;
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Static behavior of multiplanar overlapped CHS KT-joints——Part I: experiment,numerical modeling and parametric analysis
Tong Lewei;Sun Jiandong;Wang Bin;Chen Yiyi;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;Shandong Provincial Academy of Building Research;Ningxia University;
Tong Lewei;Sun Jiandong;Wang Bin;Chen Yiyi;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;Shandong Provincial Academy of Building Research;Ningxia University;
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Stability criterion and stiffness analysis of tensegrity structures
Zhang Pei;2Feng Jian;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;National Prestress Engineering Research Center;Southeast University;
Zhang Pei;2Feng Jian;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;National Prestress Engineering Research Center;Southeast University;
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Experimental and theoretical study of restoring force model of fiber reinforced concrete shear walls
Kou Jialiang;Liang Xingwen;Deng Mingke;Xi’an University of Technology;Xi’an University of Architecture and Technology;
Kou Jialiang;Liang Xingwen;Deng Mingke;Xi’an University of Technology;Xi’an University of Architecture and Technology;
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Optimization analysis for high-rise structure with viscous energy-dissipation story
Lin Shaoming;Zhou Yun;Deng Xuesong;Guangzhou University;
Lin Shaoming;Zhou Yun;Deng Xuesong;Guangzhou University;
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A study on constant-relative-strength residual deformation ratio spectrum of SDOF system
Hao Jianbing;Wu Gang;Wu Zhishen;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
Hao Jianbing;Wu Gang;Wu Zhishen;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
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Fatigue reliability assessment of welded joints in steel bridges considering multiple effects
Ye Xiaowei;Fu Dabao;Ni Yiqing;Wong Kaiyuen;Jiang Shaofei;Zhejiang University;The Hong Kong Polytechnic University Shenzhen Research Institute;Fuzhou University;Highways Department;The Government of the Hong Kong Special Administrative Region;
Ye Xiaowei;Fu Dabao;Ni Yiqing;Wong Kaiyuen;Jiang Shaofei;Zhejiang University;The Hong Kong Polytechnic University Shenzhen Research Institute;Fuzhou University;Highways Department;The Government of the Hong Kong Special Administrative Region;
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Beam-segment finite element analysis on shear lag effect of thin-walled box girder adopting additional deflection as generalized displacement
Zhang Yuanhai;Li Lin;Lin Lixia;Sun Xuexian;Lanzhou Jiaotong University;
Zhang Yuanhai;Li Lin;Lin Lixia;Sun Xuexian;Lanzhou Jiaotong University;
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Model test study on reinforcement effect of combined method of vacuum preloading and pneumatic fracturing
Han Wenjun;Liu Songyu;Zhang Dingwen;Southeast University;Changzhou Rail Transportation Development Co.;Ltd.;
Han Wenjun;Liu Songyu;Zhang Dingwen;Southeast University;Changzhou Rail Transportation Development Co.;Ltd.;
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Finite difference solution of one-dimensional solute transport model in deforming soils
Xu Zhaogang;Zhang Zhihong;Du Xiuli;The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education;Beijing University of Technology;
Xu Zhaogang;Zhang Zhihong;Du Xiuli;The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education;Beijing University of Technology;
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Analysis of bearing mechanism of cracked tunnel lining reinforced with stacked umbrella arch
Liu Xuezeng;Sang Yunlong;Bao Haoshan;Civil Engineering Research Center for Information Technology of the Ministry of Education;Tongji University;Tongji University;Chongqing Architectural Design Institute;
Liu Xuezeng;Sang Yunlong;Bao Haoshan;Civil Engineering Research Center for Information Technology of the Ministry of Education;Tongji University;Tongji University;Chongqing Architectural Design Institute;
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Modeling of cumulative residual deformation of subgrade soils under long-term cyclic loading
Liu Mengcheng;Xie Bo;Gao Yufeng;Zhan Xiaoli;Zhejiang University of Technology;Key Laboratory for Geomechanics and Embankment Engineering of the Ministry of Education;Hohai University;
Liu Mengcheng;Xie Bo;Gao Yufeng;Zhan Xiaoli;Zhejiang University of Technology;Key Laboratory for Geomechanics and Embankment Engineering of the Ministry of Education;Hohai University;
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