1672-2132
2015 Issue 2
Seismic Response and Parameter Influence Analysis of Curved Girder Bridge with Laminated Rubber Bearings
WEI Jie;SUN Guang-jun;LI Hong-jing;College of Civil Engineering;Nanjing University of Technology;
WEI Jie;SUN Guang-jun;LI Hong-jing;College of Civil Engineering;Nanjing University of Technology;
..............page:145-152+179
Seismic Response of Joints of Immersed Tube Tunnels
BAI Long;ZHAO Xu;DU Xiu-li;YUAN Yong;LIU Hong-zhou;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;CCCC Highway Consultants Co.;Ltd.;
BAI Long;ZHAO Xu;DU Xiu-li;YUAN Yong;LIU Hong-zhou;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;CCCC Highway Consultants Co.;Ltd.;
..............page:153-159+165
Comparison of Effects of Sampling Methods on Drained Shear Test Results of Soils
GUO Ying;WANG Hai-jiao;Institute of Geotechnical Engineering;Faculty of Infrastructure Engineering;Dalian University of Technology;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
GUO Ying;WANG Hai-jiao;Institute of Geotechnical Engineering;Faculty of Infrastructure Engineering;Dalian University of Technology;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
..............page:160-165
Dynamic Modulus and Damping Ratio of EPS Bead Composite Soil under Complex Stress Conditions
GAO Hong-mei;CHEN Rui;TONG Fei;CHEN Guo-xing;CAI Xiao;Institute of Geotechnical Engineering;Nanjing University of Technology;Architectural Engineering Institute;Jinling Institute of Technology;
GAO Hong-mei;CHEN Rui;TONG Fei;CHEN Guo-xing;CAI Xiao;Institute of Geotechnical Engineering;Nanjing University of Technology;Architectural Engineering Institute;Jinling Institute of Technology;
..............page:166-172+198
Structural Damage Identification Method by Compression Sensing-based Signal EMI and Neural Networks
PENG Bi-quan;YAN Wei;WANG Ji;WANG Wei;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;Faculty of Mechanical Engineering and Mechanics;Ningbo University;
PENG Bi-quan;YAN Wei;WANG Ji;WANG Wei;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;Faculty of Mechanical Engineering and Mechanics;Ningbo University;
..............page:173-179
Effect of Exciting Mode on Detection of Existing Pile with Parallel Seismic Method
ZHANG Jing-yi;ZHANG Li-qing;CHEN Long-zhu;MA Ye;Institute of Engineering Safety and Disaster Prevention;Department.of Civil Engineering;Shanghai Jiaotong University;Sichuan Institute of Building Research;Research Institute of Highway;Ministry of Transport;
ZHANG Jing-yi;ZHANG Li-qing;CHEN Long-zhu;MA Ye;Institute of Engineering Safety and Disaster Prevention;Department.of Civil Engineering;Shanghai Jiaotong University;Sichuan Institute of Building Research;Research Institute of Highway;Ministry of Transport;
..............page:180-185
Shaking Table Tests on Dynamic Responses of Pile Group Foundations for Bridge in Liquefiable Ground
SU Lei;LING Xian-zhang;TANG Liang;ZHANG Xiao-yu;LIU Chun-hui;Key Lab of Structure Dynamic Behavior and Control;Ministry of Education;School of Civil Engineering;Harbin Institute of Technology;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Key Lab of Structure Dynamic Behavior and Control(Harbin Institute of Technology;Ministry of Education;
SU Lei;LING Xian-zhang;TANG Liang;ZHANG Xiao-yu;LIU Chun-hui;Key Lab of Structure Dynamic Behavior and Control;Ministry of Education;School of Civil Engineering;Harbin Institute of Technology;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Key Lab of Structure Dynamic Behavior and Control(Harbin Institute of Technology;Ministry of Education;
..............page:186-191
Parametric Analysis and Simplified Design Method of Double Tuned Mass Damper
TENG Fei;YAN Wei-ming;XU Wei-bing;WANG Jin;NI Ming;Beijing University of Technology;
TENG Fei;YAN Wei-ming;XU Wei-bing;WANG Jin;NI Ming;Beijing University of Technology;
..............page:192-198
Three Dimensional Seismic Response Analysis of Tunnels and Surrounding Rock
LU De-chun;LV Qi;DU Xiu-li;MA Chao;College of Architecture and Civil Engineering;Beijing University of Technology;
LU De-chun;LV Qi;DU Xiu-li;MA Chao;College of Architecture and Civil Engineering;Beijing University of Technology;
..............page:199-204
Study on Difference of Soil-water Characteristic Curves and Its Influence on Mechanical Behavior of Specimen
YANG Gang;YANG Qing;LIU Wen-hua;Faculty of Infrastructure Engineering;Dalian University of Technology;
YANG Gang;YANG Qing;LIU Wen-hua;Faculty of Infrastructure Engineering;Dalian University of Technology;
..............page:205-211
..............page:211
Numerical Analysis of Retaining Effect Surported by New Micropile-Anchor Composite Anti-sliding Structure
HU Tian-fei;DU Sheng-tao;LIANG Long-long;China Academy of Railway Sciences;Northwest Research Institute Co.;Ltd.of C.R.E.C;
HU Tian-fei;DU Sheng-tao;LIANG Long-long;China Academy of Railway Sciences;Northwest Research Institute Co.;Ltd.of C.R.E.C;
..............page:212-218
MCVISC Rheological Model and Its Realization in FLAC3D Program
GAO Wen-hua;LIU Zheng;ZHU Jian-qun;Geoengineering Institute;Hunan University of Science and Technology;
GAO Wen-hua;LIU Zheng;ZHU Jian-qun;Geoengineering Institute;Hunan University of Science and Technology;
..............page:219-225
Research on Theoretical Model of Traffic Capacity of Highway Bridges after Earthquake
JIANG Zhi-zhi;LI Yong-yi;SUN Qing-feng;FAN Yan;College of Transportation Science & Engineering;Nanjing University of Technology;Shanghai Songjiang Road Management Bureau;Institute of Electronic and Electrial;Changzhou College of Information Technology;
JIANG Zhi-zhi;LI Yong-yi;SUN Qing-feng;FAN Yan;College of Transportation Science & Engineering;Nanjing University of Technology;Shanghai Songjiang Road Management Bureau;Institute of Electronic and Electrial;Changzhou College of Information Technology;
..............page:226-231
Theoretical Research of the Relationship between Rock Salt Damage and Volume Strain Based on Triaxial Compression Test
CHEN Jian-wen;JIA Sheng-long;Faculty of Engineering;China University of Geosciences;
CHEN Jian-wen;JIA Sheng-long;Faculty of Engineering;China University of Geosciences;
..............page:232-235+269
Implementation of A Three Dimensional Cap Plasticity Concrete Model in OpenSees
QIU Zhi-jian;GU Quan;School of Architecture and Civil Engineering;Xiamen University;
QIU Zhi-jian;GU Quan;School of Architecture and Civil Engineering;Xiamen University;
..............page:236-241
Factor Analysis Based on Numerical Simulation of Liquefiable Site′s Seismic Responses
ZOU Yan;JING Li-ping;CUI Jie;BIN Jia;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;School of Civil Engineering;Guangzhou University;
ZOU Yan;JING Li-ping;CUI Jie;BIN Jia;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;School of Civil Engineering;Guangzhou University;
..............page:242-248
Nonlinear Parametric Resonance of Cable in Consideration of First Two Modes Combination
LI Feng-chen;YANG Ou;TIAN Shi-zhu;ZHANG Li-na;College of Engineering and Architecture;East China Institute of Technology;School of Civil Engineering;Hunan University;School of Civil Engineering;Suzhou University of Science and Technology;
LI Feng-chen;YANG Ou;TIAN Shi-zhu;ZHANG Li-na;College of Engineering and Architecture;East China Institute of Technology;School of Civil Engineering;Hunan University;School of Civil Engineering;Suzhou University of Science and Technology;
..............page:249-255
Experimental Study on Blocked Types and Critical Conditions of Window-frame Dam Preventing Debris Flow
ZHAO Yan-bo;YOU Yong;LIU Jin-feng;LIN Xue-ping;LIU Shu-liang;Key Laboratory of Mountain Hazards and Earth Surface Process;CAS;Institute of Mountain Hazards and Environment;CAS;University of Chinese Academy of Sciences;
ZHAO Yan-bo;YOU Yong;LIU Jin-feng;LIN Xue-ping;LIU Shu-liang;Key Laboratory of Mountain Hazards and Earth Surface Process;CAS;Institute of Mountain Hazards and Environment;CAS;University of Chinese Academy of Sciences;
..............page:256-262
Experimental Study on the Dynamic Characteristics of Unsaturated Soils under Traffic Loading
LIU Wen-hua;YANG Qing;TANG Xiao-wei;LI Wu-gang;Institute of Geotechnical Engineering;Dalian University of Technology;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
LIU Wen-hua;YANG Qing;TANG Xiao-wei;LI Wu-gang;Institute of Geotechnical Engineering;Dalian University of Technology;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
..............page:263-269
Sensitivity Analysis of the Parameters of Response Displacement Method
BIN Jia;JING Li-ping;CUI Jie;Institute of Engineering Mechanics;China Earthquake Administration;Earthquake Engineering Research & Test Center of Guangzhou University;
BIN Jia;JING Li-ping;CUI Jie;Institute of Engineering Mechanics;China Earthquake Administration;Earthquake Engineering Research & Test Center of Guangzhou University;
..............page:270-276
Study on the Experiment and Finite Element Analysis of A New Rotating Lead Shear Damper
YAN Wei-ming;GU Zhi;PENG Ling-yun;FU Yang-qiang;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
YAN Wei-ming;GU Zhi;PENG Ling-yun;FU Yang-qiang;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;
..............page:277-282
..............page:283