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China Civil Engineering Journal
1000-131X
2015 Issue 11
Experimental study on the overall buckling behavior of austenitic stainless steel welded I-section columns under axial compression
Yang Lu;Xu Dongchen;Shang Fan;Wang Yuanqing;Zhang Yong;Beijing University of Technology;Beijing Jiaotong University;Tsinghua University;
..............page:9-15
Stability checking of the complicated-shape tall building structure
Yang Xuelin;Zhu Wenwei;Zhejiang Architectural Design and Research Institute;
..............page:16-26
Experimental research on the seismic behaviors of corroded RC frame beams failed in flexure-shear mode under the artificial climate
Zheng Shansuo;Yang Wei;Zhao Yantang;Qin Qing;Guan Yongying;Xi’an University of Architecture and Technology;
..............page:27-35
Reliability research of serviceability limit states for RC beams strengthened with prestressed CFRP sheets considering prestress loss
Jiang Shenghua;Hou Jianguo;He Yingming;Southwest University;Wuhan University;
..............page:36-43
Experimental study and theoretical calculation on the flexural stiffness of concrete beams reinforced with FRP bars
Zhu Hong;Dong Zhiqiang;Wu Gang;Wu Zhishen;Southeast University;
..............page:44-53
Measures of aerodynamic optimization for separated twin-girder decks
Li Cuijuan;Li Yongle;Qiang Shizhong;Southwest Jiaotong University;
..............page:54-60+102
Study on calculation method for fatigue stress in reinforced reactive powder concrete beam in life cycle
Luo Xuguo;Xu Wangguo;Hunan University of Science and Technology;
..............page:61-67
Experimental study on fatigue performance of corroded high tensile steel wires of arch bridge hangers
Li Xiaozhang;Xie Xu;Pan Xiaoyu;Sun Wenzhi;Zhu Hanhua;Zhejiang University;Jinhua Highway Administration Bureau;Highway Administration Bureau of Zhejiang Province;
..............page:68-76
Study on mechanics behavior and fatigue performance of steel-concrete composite joints of railway hybrid girder cable-stayed bridges
Zhou Yang;Pu Qianhui;Shi Zhou;Liu Zhenbiao;Southwest Jiaotong University;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:77-83
Test study on spatial cable torsion properties and torsion effect
Li Chuanxi;Liu Zhikan;Cao Shuidong;Changsha University of Science and Technology;
..............page:84-92
Experimental study on flexural behavior of steel-UHPC composite slabs
Li Wenguang;Shao Xudong;Fang Heng;Zhang Zhe;Hunan University;Changsha Planning & Design Institute Co.;Ltd.;
..............page:93-102
Torsional elasto-plastic analysis of single piles in heterogeneous ground
Zou Xinjun;Xu Dongbin;Wang Yaxiong;Zhao Minghua;Hunan University;
..............page:103-110
Characteristic analysis of full-length grouted anchor in slope under free vibration
Duan Jian;Yan Zhixin;Liu Zizhen;School of Civil Engineering and Mechanics;Lanzhou University;Key Laboratory of Mechanics on Disaster and Environment in Western China of the Ministry of Education;Lanzhou University;Taizhou University;
..............page:111-118
Study on support structure system classification of railway tunnel with high rock temperature
Wang Mingnian;Tong Jianjun;Liu Dagang;Yu Li;Zhang Chong;Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education;Southwest Jiaotong University;Department of Civil Eng.;Emei Branch;Southwest Jiaotong University;The Third Railway Survey and Design Institude Group Corporation;
..............page:119-125
Real-time identification of traffic erroneous data based on dynamic threshold
Lu Huapu;Sun Zhiyuan;Qu Wencong;Tsinghua University;
..............page:126-132