1000-131X
2013 Issue 11
Impact of crack control width on degradation and maintenance cost of flexural reinforced concrete members in chloride environment
Yang Linhu;Li Kefei;Li Quanwang;Tsinghua University;
Yang Linhu;Li Kefei;Li Quanwang;Tsinghua University;
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Wind-tunnel experimental method for resonant effect of internal pressure in a building with a dominant opening
Xu Haiwei;Yu Shice;Lou Wenjuan;Zhejiang University;
Xu Haiwei;Yu Shice;Lou Wenjuan;Zhejiang University;
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Simulations for the behavior of FRC diagonally reinforced coupling beams with small span-to-depth ratio
Che Jialing;Liang Xingwen;Shi Jintian;Xi’an University of Architecture and Technology;Ningxia University;
Che Jialing;Liang Xingwen;Shi Jintian;Xi’an University of Architecture and Technology;Ningxia University;
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Study on seismic behavior of HRBF500 RC column based on hysteretic energy
Wang Quanfeng;Zheng Jikun;Zhou Bo;Xu Yuye;Wang Lingyun;Xiamen Institute of Technology;Huaqiao University;College of Civil Engineering;Huaqiao University;College of Urban Construction and Safety Engineering;Shanghai Institute of Technology;
Wang Quanfeng;Zheng Jikun;Zhou Bo;Xu Yuye;Wang Lingyun;Xiamen Institute of Technology;Huaqiao University;College of Civil Engineering;Huaqiao University;College of Urban Construction and Safety Engineering;Shanghai Institute of Technology;
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Experimental study on seismic performance of replaceable buckling-restrained braces in reinforced concrete frame
Wu Hui;Zhang Yanxia;Zhang Guowei;Zhang Yang;Zhao Jian;Beijing Higher Institution Engineering Research Center of Civil Engineering Structure and Renewable Material;Beijing University of Civil Engineering and Architecture;
Wu Hui;Zhang Yanxia;Zhang Guowei;Zhang Yang;Zhao Jian;Beijing Higher Institution Engineering Research Center of Civil Engineering Structure and Renewable Material;Beijing University of Civil Engineering and Architecture;
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Static behavior of multiplanar overlapped CHS KT-joints Ⅱ: Design equation
Sun Jiandong;Tong Lewei;Wang Bin;Chen Yiyi;The State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Shandong Provincial Academy of Building Research;Ningxia University;
Sun Jiandong;Tong Lewei;Wang Bin;Chen Yiyi;The State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Shandong Provincial Academy of Building Research;Ningxia University;
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Experimental study on seismic performance of endplate connections between CFST external columns and composite beams
Wang Jingfeng;Gong Xudong;Jiang Tao;Li Guoqiang;Hefei University of Technology;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;First Mechanical Industry Design Institute;
Wang Jingfeng;Gong Xudong;Jiang Tao;Li Guoqiang;Hefei University of Technology;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;First Mechanical Industry Design Institute;
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Study on the cable pretension process considering friction slip
Cai Jianguo;Yang Jingwen;Wang Kai;Feng Jian;The Key Laboratory of C & PC Structures of the Ministry of Education;Southeast University;National Prestress Engineering Research Center;Southeast University;
Cai Jianguo;Yang Jingwen;Wang Kai;Feng Jian;The Key Laboratory of C & PC Structures of the Ministry of Education;Southeast University;National Prestress Engineering Research Center;Southeast University;
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Experimental study on residual stress in 960MPa high strength steel welded box sections and unified model
Ban Huiyong;Shi Gang;Shi Yongjiu;The Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;School of Civil Engineering;Tsinghua University;The University of New South Wales;
Ban Huiyong;Shi Gang;Shi Yongjiu;The Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;Tsinghua University;School of Civil Engineering;Tsinghua University;The University of New South Wales;
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Comparative study on two kinds of push-out tests of PBL shear connectors
Xiao Lin;Wei Xing;Qiang Shizhong;Southwest Jiaotong University;
Xiao Lin;Wei Xing;Qiang Shizhong;Southwest Jiaotong University;
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Study on variable friction TMD with friction coefficient changeable and its seismic control effectiveness
Qin Li;Peng Lingyun;Li Yexue;Hubei University of Arts and Science;Beijing University of Technology;
Qin Li;Peng Lingyun;Li Yexue;Hubei University of Arts and Science;Beijing University of Technology;
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Experimental study on repair of equal-angle steel lattice column with pultruded GFRP profiles
Zhan Yang;Wu Gang;Bian Dazhu;The Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;International Institute for Urban Systems Enginerring;Southeast University;Jiangsu Electric Power Design Institute;
Zhan Yang;Wu Gang;Bian Dazhu;The Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;International Institute for Urban Systems Enginerring;Southeast University;Jiangsu Electric Power Design Institute;
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Shaking tables test on a long-span continuous girder bridge considering soil-structure interaction
Yan Xiaoyu;Li Zhongxian;Li Yong;Du Xiuli;The Key Laboratory of Coast Civil Structure Safety of the Ministry of Education;Tianjin University;The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education;Beijing University of Technology;
Yan Xiaoyu;Li Zhongxian;Li Yong;Du Xiuli;The Key Laboratory of Coast Civil Structure Safety of the Ministry of Education;Tianjin University;The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education;Beijing University of Technology;
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Elastic analysis of composite beam with local-released combined action
Nie Xin;Fan Jiansheng;Shi Yongjiu;Tsinghua University;The Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;
Nie Xin;Fan Jiansheng;Shi Yongjiu;Tsinghua University;The Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education;
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A monitoring strategy for longitudinal settlement of shield tunnel based on the improved conjugate beam method
Shen Sheng;Wu Zhishen;Yang Caiqian;Hong Wan;Wan Chunfeng;Wu Gang;Fuzhou University;The Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
Shen Sheng;Wu Zhishen;Yang Caiqian;Hong Wan;Wan Chunfeng;Wu Gang;Fuzhou University;The Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
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Study on the characteristics and mechanism of seismic damage for tunnel structures on fault rupture zone in Wenchuan seismic disastrous area
Cui Guangyao;Wang Mingnian;Yu Li;Lin Guojin;North China University of Technology;Southwest Jiaotong University;Highway Planning;Survey;Design and Research Institute;Sichuan Provincial Communications Department;
Cui Guangyao;Wang Mingnian;Yu Li;Lin Guojin;North China University of Technology;Southwest Jiaotong University;Highway Planning;Survey;Design and Research Institute;Sichuan Provincial Communications Department;
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Study on ground surface movement induced by large-diameter earth pressure balance shield tunneling
Guo Yuhai;Beijing Jiaotong University;
Guo Yuhai;Beijing Jiaotong University;
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An identification method for heavy-haul railway subgrade defects based on sparse representation
Du Yanliang;Hou Zhezhe;Zhao Weigang;Shijiazhuang Tiedao University;Beijing Jiaotong University;
Du Yanliang;Hou Zhezhe;Zhao Weigang;Shijiazhuang Tiedao University;Beijing Jiaotong University;
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