1000-6869
2016 Issue 4
Study on lightweight steel and lightweight concrete structures system
HUANG Qiang;LI Dongbin;WANG Jianjun;CHEN Changan;ZHANG Ming;China Building Technique Group Co.;Ltd;
HUANG Qiang;LI Dongbin;WANG Jianjun;CHEN Changan;ZHANG Ming;China Building Technique Group Co.;Ltd;
..............page:1-9
Seismic capacity evaluation of lightweight steel and lightweight concrete structure based on quasi-static cyclic test of a multi-story full scale model
HUANG Qiang;LI Dongbin;SHAO Hong;CUI Chengchen;QUAN Chunri;China Academy of Building Research;China Building Technique Group Co.;Ltd;Department of Civil Engineering;Tsinghua University;
HUANG Qiang;LI Dongbin;SHAO Hong;CUI Chengchen;QUAN Chunri;China Academy of Building Research;China Building Technique Group Co.;Ltd;Department of Civil Engineering;Tsinghua University;
..............page:10-17
Experimental research on seismic behavior of reinforced concrete shear wall with construction joint
YU Jing;SHI Guodong;School of Civil Engineering;Xi’an University of Architecture and Technology;
YU Jing;SHI Guodong;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:18-25
Experimental study of slotted reinforced concrete slab at shear wall-slab interface
DENG Kailai;PAN Peng;ZHANG Dongbin;LI Wei;LI Yixin;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;Beijing Engineering Research Center of Steel and Concrete Composite Structures;Tsinghua University;Department of Civil Engineering;Tsinghua University;
DENG Kailai;PAN Peng;ZHANG Dongbin;LI Wei;LI Yixin;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;Beijing Engineering Research Center of Steel and Concrete Composite Structures;Tsinghua University;Department of Civil Engineering;Tsinghua University;
..............page:26-31
Experimental research and theoretical analysis on shear strength of steel reinforced ultra high strength concrete frame joint
YAN Changwang;LI Jie;JIA Jinqing;LIU Shuguang;School of Mining and Technology;Inner Mongolia University of Technology;School of Civil Engineering;Inner Mongolia University of Technology;School of Civil Engineering;Dalian University of Technology;
YAN Changwang;LI Jie;JIA Jinqing;LIU Shuguang;School of Mining and Technology;Inner Mongolia University of Technology;School of Civil Engineering;Inner Mongolia University of Technology;School of Civil Engineering;Dalian University of Technology;
..............page:32-39
Experimental study on seismic behavior of FR-RAC beam-column joints
DU Yuanfang;WANG Sheliang;School of Civil Engineering;Xi’an University of Architecture and Technology;
DU Yuanfang;WANG Sheliang;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:40-46
Experimental study on large-span glubam roof trusses
XIE Qiaojun;XIAO Yan;Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education;Hunan University;College of Civil Engineering;Nanjing Tech University;
XIE Qiaojun;XIAO Yan;Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education;Hunan University;College of Civil Engineering;Nanjing Tech University;
..............page:47-53
Experiments of load-carrying capacity of bolted connections in timber structures and determination of design value
ZHU Enchun;PAN Jinglong;ZHOU Xiaoqiang;ZHOU Huazhang;Key Lab of Structures Dynamic Behaviour and Control of China Ministry of Education;School of Civil Engineering;Harbin Institute of Technology;
ZHU Enchun;PAN Jinglong;ZHOU Xiaoqiang;ZHOU Huazhang;Key Lab of Structures Dynamic Behaviour and Control of China Ministry of Education;School of Civil Engineering;Harbin Institute of Technology;
..............page:54-63
Experimental study on bolted glued laminated timber connections with slotted-in steel plates under pure bending and combined shear and bending
WANG Mingqian;GU Xianglin;SONG Xiaobin;WU Yajie;Department of Building Engineering;Tongji University;
WANG Mingqian;GU Xianglin;SONG Xiaobin;WU Yajie;Department of Building Engineering;Tongji University;
..............page:64-72
Experimental study on seismic performance of dovetail joints with different loose degrees in ancient buildings
XUE Jianyang;LI Yizhu;XIA Hailun;SUI Yan;School of Civil Engineering;Xi’an University of Architecture & Technology;
XUE Jianyang;LI Yizhu;XIA Hailun;SUI Yan;School of Civil Engineering;Xi’an University of Architecture & Technology;
..............page:73-79
Experimental study on behavior of bolted glulam beam-to-column connections strengthened by self-tapping screws
LU Weidong;SUN Hongfeng;LIU Weiqing;College of Civil Engineering;Nanjing University of Technology;Suzhou Institute of Architectural Design Co.;Ltd;
LU Weidong;SUN Hongfeng;LIU Weiqing;College of Civil Engineering;Nanjing University of Technology;Suzhou Institute of Architectural Design Co.;Ltd;
..............page:80-86
Seismic design method of light wood frame-concrete hybrid constructions
HE Minjuan;LUO Wenhao;College of Civil Engineering;Tongji University;
HE Minjuan;LUO Wenhao;College of Civil Engineering;Tongji University;
..............page:87-92
Seismic response of steel frames with self-centering buckling-restrained braces
LIU Lu;WU Bin;Department of Civil Engineering;Harbin Institute of Technology at Weihai;School of Civil Engineering;Harbin Institute of Technology;
LIU Lu;WU Bin;Department of Civil Engineering;Harbin Institute of Technology at Weihai;School of Civil Engineering;Harbin Institute of Technology;
..............page:93-101
Study on seismic performance of a super-tall building with different lateral force resisting systems
LU Xiao;YANG Weibiao;ZHANG Wankai;GONG Zhenchao;LU Xinzheng;CHANG Weihua;Department of Civil Engineering;Tsinghua University;School of Civil Engineering;Beijing Jiaotong University;Beijing Institute of Architectural Design;
LU Xiao;YANG Weibiao;ZHANG Wankai;GONG Zhenchao;LU Xinzheng;CHANG Weihua;Department of Civil Engineering;Tsinghua University;School of Civil Engineering;Beijing Jiaotong University;Beijing Institute of Architectural Design;
..............page:102-109
Probe into several important concepts in Chinese current seismic response spectra
ZHANG Dunyuan;BAI Yu;GAO Jing;College of Architecture and Civil Engineering;Kunming University of Science and Technology;Design and Research Institute of Kunming University of Science and Technology;
ZHANG Dunyuan;BAI Yu;GAO Jing;College of Architecture and Civil Engineering;Kunming University of Science and Technology;Design and Research Institute of Kunming University of Science and Technology;
..............page:110-118
Nonlinear dynamic analysis of highrise RC frame structure with lead-magnetorheological damper
ZHANG Xiangcheng;ZHANG Xu;XU Zhaodong;LI Qian;ZHAO Jun;School of Mechanics and Engineering Science;Zhengzhou University;Key Laboratory of RC & PC Structures of China Ministry of Education;Southeast University;
ZHANG Xiangcheng;ZHANG Xu;XU Zhaodong;LI Qian;ZHAO Jun;School of Mechanics and Engineering Science;Zhengzhou University;Key Laboratory of RC & PC Structures of China Ministry of Education;Southeast University;
..............page:119-125
Experimental study of nonlinear stress mechanism of steel-asphalt composite isolation layer
YAO Fei;ZHAI Yizhang;SHANG Shouping;CHEN Dong;College of Civil and Transportation Engineering;Hohai University;College of Civil Engineering;Hunan University;
YAO Fei;ZHAI Yizhang;SHANG Shouping;CHEN Dong;College of Civil and Transportation Engineering;Hohai University;College of Civil Engineering;Hunan University;
..............page:126-132
A new method for fatigue study of reinforced concrete structures based on piezomagnetism
JIN Weiliang;ZHANG Jun;CHEN Caisheng;MAO Jianghong;CUI Lei;Institute of Structural Engineering;Zhejiang University;Ningbo Institute of Technology;Zhejiang University;
JIN Weiliang;ZHANG Jun;CHEN Caisheng;MAO Jianghong;CUI Lei;Institute of Structural Engineering;Zhejiang University;Ningbo Institute of Technology;Zhejiang University;
..............page:133-142
Classification and stability analysis on temporary support structures in construction
LUO Yaozhi;ZHENG Yanfeng;XIE Junqiao;CHEN Hong;SHI Binghua;XIAO Xuwen;College of Civil Engineering and Architecture;Zhejiang University;China Construction First Building Corporation Limited;Institute of Building Structures;China Academy of Building Research;China State Construction Engineering Corporation;
LUO Yaozhi;ZHENG Yanfeng;XIE Junqiao;CHEN Hong;SHI Binghua;XIAO Xuwen;College of Civil Engineering and Architecture;Zhejiang University;China Construction First Building Corporation Limited;Institute of Building Structures;China Academy of Building Research;China State Construction Engineering Corporation;
..............page:143-150
FEA on bearing behavior of cuplok scaffold based on tri-linear semi-rigid joint model
ZOU Aming;LI Quanwang;HE Minghua;ZHANG Hao;Department of Civil Engineering;Tsinghua University;Key Laboratory of Structural Engineering and Vibration of China Education Ministry;Tsinghua University;School of Civil Engineering;University of Sydney;
ZOU Aming;LI Quanwang;HE Minghua;ZHANG Hao;Department of Civil Engineering;Tsinghua University;Key Laboratory of Structural Engineering and Vibration of China Education Ministry;Tsinghua University;School of Civil Engineering;University of Sydney;
..............page:151-157
Mechanical behavior research on multi-planar steel tubular joints with inner plate
ZHU Wenzheng;ZHANG Jichao;School of Civil Engineering;Guangzhou University;
ZHU Wenzheng;ZHANG Jichao;School of Civil Engineering;Guangzhou University;
..............page:158-164
Study and engineering practice on seismic stability of river side slope beside high-rise buildings’ site
WANG Yayong;YUE Maoguang;ZHU Ligang;YAN Guolong;China Academy of Building Research;Beijing R&F Properties Co.;Ltd;Arup International Consultants Co.;Ltd;Walton Design Consulting Engineering Co.;Ltd;
WANG Yayong;YUE Maoguang;ZHU Ligang;YAN Guolong;China Academy of Building Research;Beijing R&F Properties Co.;Ltd;Arup International Consultants Co.;Ltd;Walton Design Consulting Engineering Co.;Ltd;
..............page:165-172
..............page:173