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China Civil Engineering Journal
1000-131X
2016 Issue 9
Analysis on the stress-strain relationship of CFRP confined concrete with initial stress under long-term sustained load
Pan Yi;Wu Xiaofei;Cao Shuangyin;Wan Li;Southwest Jiaotong University;Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education;Southwest Jiaotong University;Southeast University;
..............page:9-19
Redundancy evaluation of domes under multi-support excitations based on response sensitivity
Ye Jihong;Li Keran;Key Laboratory of Concrete and Pre-stressed Concrete Structure of the Ministry of Education;Southeast University;
..............page:20-29
Experimental study on hysteretic behavior of L-shaped SRC column-concrete beam joints
Chen Zongping;Xu Jinjun;Zhan Donghui;Chen Yuliang;Wang Ni;Xue Jianyang;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education;
..............page:30-41+52
Study on method for ground motion selection considering uncertainties of ground motions
Wang Min;Zhu Aiping;Ding Yuanyuan;Bai Shaoliang;Fu Jianping;Chongqing University;China Academy of Building Research;
..............page:42-52
Interface bond force transfer mechanisms and its influence analysis between shape steel and high-strength concrete
Ying Wudang;Chen Zongping;Tongji University;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structure Safety of the Ministry of Education;Guangxi University;
..............page:53-63+71
Wind damage estimation for roof coverings with consideration of variability of mean wind speed
Huang Guoqing;Luo Ying;Zheng Haitao;Liu Xiaobo;He Hua;Southwest Jiaotong University;Beijing Branch;Munich Reinsurance;
..............page:64-71
Simplified parameter design method of viscous dampers for cable-stayed bridge under near-fault ground motions
Huang Yongfu;Xu Yan;Li Jianzhong;Tongji University;Yunnan Transportation Planning and Design Institute;
..............page:72-77+95
Experimental study on load-bearing behavior of large-diameter belled PHC pipe pile by NAKS-construction-method in soft soil area
Li Zhigang;Zhang Yan;Zhu Hehua;Hou Yubin;Zhao Chunfeng;College of Civil Engineering;Tongji University;Shanghai Municipal Engineering Design Institute Co.;Ltd.;Jianhua Pipe Pile Co.;Ltd.;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Hohai University;
..............page:78-86
Study on fracture criterion based on the maximum tangential strain considering the T-stress
Tang Shibin;Huang Runqiu;Tang Chun’an;Zhang Heng;Dalian University of Technology;Chengdu University of Technology;
..............page:87-95
Safety analysis for metro station constructed by enlarging large diameter shield tunnel with mining method
Li Xiwei;Zheng Hao;Wang Quanxian;China University of Mining and Technology;Beijing Municipal Engineering Group Co.;Ltd.;
..............page:96-102
Study on shear strength of glass fiber-reinforced polymer(GFRP) rebar concrete piles with circular cross-sections
Liu Jun;Wang Fang;Zhou Hong;Wang Enzhi;Cao Peng;Beijing University of Civil Engineering and Architecture;Tsinghua University;Nanning Rail Transit Co.;Ltd.;
..............page:103-109
In-situ experimental research on spectrum responses of broken wire of large diameter PCCP pipelines(Ⅰ)
Luo Jianjun;Yao Xuande;Zhang Dongsheng;Liu Jiangning;Tunnel and Underground Engineering Research Center of the Ministry of Education;Beijing Jiaotong University;Beijing Institute of Water;Key Laboratory of Fiber Optic Sensing Technology and Information Processing of the Ministry of Education;WUT;Beijing Hanjian Heshan Pipeline Co.;Ltd.;
..............page:110-116
Comparative study on dynamic characteristics and service performances of prefabricated short and cast-in-place long floating slab tracks
Ma Longxiang;Liu Weining;Jiang Bolong;The Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education;Southwest Jiaotong University;Beijing Jiaotong University;
..............page:117-122+128
Digital image analysis on the trajectory of coarse aggregate before and after creep shear test
Xie Jun;Yuan Chang;Changsha University of Science and Technology;
..............page:123-128