1000-4750
2015 Issue 9
WIND LOAD, WIND INDUCED VIBRATIONS AND CONTROL OF CABLES OF CABLE-STAYED BRIDGES
LIU Qing-kuan;ZHENG Yun-fei;LIU Xiao-bing;MA Wen-yong;Structural Health Monitoring and Control Institute;Shijiazhuang Tiedao University;Hebei Province Key Lab of Structural Health Monitoring and Control;
LIU Qing-kuan;ZHENG Yun-fei;LIU Xiao-bing;MA Wen-yong;Structural Health Monitoring and Control Institute;Shijiazhuang Tiedao University;Hebei Province Key Lab of Structural Health Monitoring and Control;
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STUDY ON THE ECONOMY OF STRUCTURAL DESIGN OF SUPER-TALL BUIDINGS AND RELEVANT ISSUES
ZHOU Jian-long;BAO Lian-jin;QIAN Peng;East China Architectural Design & Research Institute Co.;Ltd;Shanghai Engineering Research Center of Super High-Rise Building Design;
ZHOU Jian-long;BAO Lian-jin;QIAN Peng;East China Architectural Design & Research Institute Co.;Ltd;Shanghai Engineering Research Center of Super High-Rise Building Design;
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AN ERROR ESTIMATE OF EEP SUPER-CONVERGENT DISPLACEMENT OF SIMPLIFIED FORM IN ONE-DIMENSIONAL C~1 FEM
YUAN Si;XING Qin-yan;YE Kang-sheng;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;
YUAN Si;XING Qin-yan;YE Kang-sheng;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;
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DAMPING SOLVENT STEPWISE EXTRACTION METHOD FOR EVALUTION OF INTERACTION FORCES OF UNBOUNDED SOIL IN TIME DOMAIN
YIN Xun-qiang;LI Jian-bo;LIN Gao;R&D Center of the Civil Engineering Technology;Dalian University;Technology State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
YIN Xun-qiang;LI Jian-bo;LIN Gao;R&D Center of the Civil Engineering Technology;Dalian University;Technology State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
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APPLICATION OF THE EULER INTERPOLATION-BASED LEAST SQUARE MIXED COLLOCATION METHOD IN ELASTIC PLANE PROBLEMS
WANG Zhi-fen;LI Chun-guang;LIU Feng;ZHENG Hong;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
WANG Zhi-fen;LI Chun-guang;LIU Feng;ZHENG Hong;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
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A VISCOELASTIC-VISCOPLASTIC CONSTITUTIVE EQUATION OF ROCK BASED ON IRREVERSIBLE INTRNAL STATE VARIABLE THERMODYNAMICS
ZHANG Long;LIU Yao-ru;YANG Qiang;Lü Qing-chao;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
ZHANG Long;LIU Yao-ru;YANG Qiang;Lü Qing-chao;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
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NURBS-BASED ISOGEOMETRIC ANALYSIS OF THREE-DIMENSIONAL SOLID STRUCTURES
GUO Bin;GE Jian-li;YANG Guo-lai;Lü Jia;School of Mechanical Engineering;Nanjing University of Science and Technology;Department of Mechanical and Industrial Engineering;University of Iowa;
GUO Bin;GE Jian-li;YANG Guo-lai;Lü Jia;School of Mechanical Engineering;Nanjing University of Science and Technology;Department of Mechanical and Industrial Engineering;University of Iowa;
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APPLICATION OF CONTACT ELEMENT METHOD FOR LOCAL LUMPED MASS TO COLLISION SIMULATION BETWEEN GIRDER AND ABUTMENT OF BRIDGES
PENG Tian-bo;TANG Wei-ya;HAN Lei;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
PENG Tian-bo;TANG Wei-ya;HAN Lei;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
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NUMERICAL SIMULATION OF BOX-GIRDERS FLUTTER AND PNEUMATIC ENERGY ANALYSIS
LIU Zu-jun;YANG Yong-xin;GE Yao-jun;ZHANG Wei;School of Civil Engineering and Communication;North China University of Water Conservancy and Hydroelectric Power;Department of Bridge Engineering;Tongji University;College of Civil Engineering;University of Connecticut;
LIU Zu-jun;YANG Yong-xin;GE Yao-jun;ZHANG Wei;School of Civil Engineering and Communication;North China University of Water Conservancy and Hydroelectric Power;Department of Bridge Engineering;Tongji University;College of Civil Engineering;University of Connecticut;
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ELASTIC-BRITTLE-PLASTIC UNIFIED SOLUTIONS OF LIMIT INTERNAL PRESSURE FOR DOUBLE-LAYERED COMBINED THICK-WALLED CYLINDER
ZHU Qian;ZHAO Jun-hai;ZHANG Chang-guang;ZHANG Dong-fang;WANG Su;School of Civil Engineering;Chang’an University;
ZHU Qian;ZHAO Jun-hai;ZHANG Chang-guang;ZHANG Dong-fang;WANG Su;School of Civil Engineering;Chang’an University;
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MACRO MODEL FOR DYNAMIC ANALYSIS OF REINFORCED CONCRETE COLUMNS UNDER BLAST LOADING
LI Zhong-xian;HE Zhen-feng;SHI Yan-chao;DING Yang;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
LI Zhong-xian;HE Zhen-feng;SHI Yan-chao;DING Yang;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
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BEHAVIOR OF INTERACTIVE BUCKLING IN WELDED STAINLESS STEEL BOX SECTION COLUMNS
YUAN Huan-xin;WANG Yuan-qing;SHI Yong-jiu;ZHU Yi-feng;GARDNER Leroy;School of Civil Engineering;Wuhan University;Department of Civil Engineering;Tsinghua University;Wuxi Dongbao Machinery Co.;Ltd;Department of Civil and Environmental Engineering;Imperial College London;
YUAN Huan-xin;WANG Yuan-qing;SHI Yong-jiu;ZHU Yi-feng;GARDNER Leroy;School of Civil Engineering;Wuhan University;Department of Civil Engineering;Tsinghua University;Wuxi Dongbao Machinery Co.;Ltd;Department of Civil and Environmental Engineering;Imperial College London;
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EXPERIMENTAL STUDY ON FRACTAL DIMENSION CHARACTERISTICS OF ACOUSTIC EMISSION OF ROCK UNDER MULTILEVEL UNIAXIAL CYCLIC LOADING
LI Shu-lin;LIN Chao-yang;MAO Jian-xi;HUANG Yu-ren;HU Jing-yun;Architectural and Civil Engineering College of Xiamen University;Fujian Construction of China Railway 24th Bureau Group Co;Ltd.;Changsha Institute of Mining Research Co;Ltd.;
LI Shu-lin;LIN Chao-yang;MAO Jian-xi;HUANG Yu-ren;HU Jing-yun;Architectural and Civil Engineering College of Xiamen University;Fujian Construction of China Railway 24th Bureau Group Co;Ltd.;Changsha Institute of Mining Research Co;Ltd.;
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THEORETICAL ANALYSIS FOR STATIC AND DYNAMIC CHARACTERISTICS OF MULTI-SIMPLE-SPAN BRIDGE WITH CONTINUOUS DECK
DING Yong;HUANG Qi;HUANG Jian-yuan;Department of Civil Engineering;Ningbo University;Shanghai Key Laboratory of New Technology Research on Engineering Structure;SRIBS;
DING Yong;HUANG Qi;HUANG Jian-yuan;Department of Civil Engineering;Ningbo University;Shanghai Key Laboratory of New Technology Research on Engineering Structure;SRIBS;
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SECOND ORDER EFFECT ANALYSIS OF REINFORCED CONCRETE FRAMES BASED ON ANALYTICAL STIFFNESS MODEL
XU Jing;GONG Jin-xin;JIANG Xiu-gen;College of Water Resources of Civil Engineering;China Agricultural University;State Key Laboratory of Costal and Offshore Engineering;Dalian University of Technology;
XU Jing;GONG Jin-xin;JIANG Xiu-gen;College of Water Resources of Civil Engineering;China Agricultural University;State Key Laboratory of Costal and Offshore Engineering;Dalian University of Technology;
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NUMERICAL SIMULATION OF THE EXPANSIVE STRAIN IN CEMENT PASTE SUBJECTED TO SULFATE ATTACK
YIN Guang-ji;ZUO Xiao-bao;SUN Wei;TANG Yu-juan;Department of Civil Engineering;Nanjing University of Science & Technology;College of Materials Science and Engineering;Southeast University;
YIN Guang-ji;ZUO Xiao-bao;SUN Wei;TANG Yu-juan;Department of Civil Engineering;Nanjing University of Science & Technology;College of Materials Science and Engineering;Southeast University;
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MULTI-LEVEL SEISMIC DAMAGE EVOLUTION ANALYSIS METHOD FOR RC FRAME STRUCTURES
YUE Jian-guang;QIAN Jiang;College of Civil Engineering;Nanjing Tech University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
YUE Jian-guang;QIAN Jiang;College of Civil Engineering;Nanjing Tech University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
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SIMPLIFIED ENERGY-BASED METHOD FOR PROGRESSIVE COLLAPSE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO LOCAL FIRE
TIAN Xiang-kai;CHEN Shi-cai;ZHANG Lei;LI Yi;YAN Wei-ming;Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;
TIAN Xiang-kai;CHEN Shi-cai;ZHANG Lei;LI Yi;YAN Wei-ming;Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;
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LONGITUDINAL DAMPING LEVEL OF GIRDER MOTION OF LONG-SPAN CABLE STAYED BRIDGE WITH LARGE LONGITUDINAL FLUID VISCOUS DAMPERS
NIE Li-ying;GUO Qi-yuan;LI Jian-zhong;College of Civil and Transportation Engineering;Hohai University Nanjing;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
NIE Li-ying;GUO Qi-yuan;LI Jian-zhong;College of Civil and Transportation Engineering;Hohai University Nanjing;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
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NONLINEAR SEISMIC RESPONSE ANALYSIS OF TWO ADJACENT STRUCTURES CONNECTED USING THE MAXWELL MODEL
WU Qiao-yun;ZHU Hong-ping;CHEN Chu-long;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;School of Resource and Civil Engineering;Wuhan Institute of Technology;
WU Qiao-yun;ZHU Hong-ping;CHEN Chu-long;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;School of Resource and Civil Engineering;Wuhan Institute of Technology;
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MECHANISMS AND CALCULATION OF PILE-RUN FOR LONG AND LARGE DIAMETER PILES
YAN Shu-wang;JIA Zhao-lin;SUN Li-qiang;ZHANG Xiao-wei;School of Civil Engineering;Tianjin University;COOEC;
YAN Shu-wang;JIA Zhao-lin;SUN Li-qiang;ZHANG Xiao-wei;School of Civil Engineering;Tianjin University;COOEC;
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SHEAR BEHAVIOR OF COLUMN-BEAM JOINTS OF CONCRETE-FILLED SQUARE STEEL COLUMNS WITH DISCONTINUED JOINT ZONES
HE An;CAI Jian;CHEN Qing-jun;TANG Xu-lin;ZUO Zhi-liang;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;Centre for Infrastructure Engineering and Safety;School of Civil and Environmental Engineering;The University of New South Wales;UNSW;
HE An;CAI Jian;CHEN Qing-jun;TANG Xu-lin;ZUO Zhi-liang;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;Centre for Infrastructure Engineering and Safety;School of Civil and Environmental Engineering;The University of New South Wales;UNSW;
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RESEARCH ON UPDATING FINITE ELEMENT MODEL FOR BRIDGE BASED ON APPLICATION PROGRAMMING INTERFACE TECHNIQUE
JIANG Yun-zhong;ZHOU Yun;XIE Li-min;College of Civil Engineering;Hunan University;
JIANG Yun-zhong;ZHOU Yun;XIE Li-min;College of Civil Engineering;Hunan University;
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RESEARCH ON SEISMIC FRAGILITY OF REINFORCED CONCRETE FRAMES CONSIDERING A BEAM-COLUMN JOINT MODEL
NING Chao-lie;WANG Li-ping;College of Civil Enginering;Tongji University;Architectural and Civil Engineering Institute;Chongqing University of Science Technology;
NING Chao-lie;WANG Li-ping;College of Civil Enginering;Tongji University;Architectural and Civil Engineering Institute;Chongqing University of Science Technology;
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TEST STUDY FOR MECHANICAL BEHAVIOR OF STEEL-CONCRETE COMPOSITE GIRDER OF CABLE-STAYED BRIDGE
LI Xiao-Zhen;WANG Cong;XIAO Lin;WEI Xing;XU Xun;School of Civil Enginering Southwest Jiaotong University;
LI Xiao-Zhen;WANG Cong;XIAO Lin;WEI Xing;XU Xun;School of Civil Enginering Southwest Jiaotong University;
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DESIGN AND RESEARCH ON STATIC LOAD TEST OF A BIDIRECTIONAL BEAM STRING STRUCTURE AFTER CABLE SHAPE OPTIMIZATION
WU Jie;SHU Gan-ping;Gold Mantis School of Architecture;Soochow University;School of Civil Engineering;Southeast University;
WU Jie;SHU Gan-ping;Gold Mantis School of Architecture;Soochow University;School of Civil Engineering;Southeast University;
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FINITE ELEMENT ANALYSIS OF TYPE Ⅲ RAIL FASTENING CLIP FAILURE IN METRO LINES
SHANG Hong-xia;WEN Ze-feng;WU Lei;LI Wei;ZHANG Shu-feng;JIN Xue-song;State Key Laboratory of Traction Power;Southwest Jiaotong University;Tianjin Railway Technical and Vocational College;Department of Mechanical Engineering;Emei Campus of Southwest Jiaotong University;
SHANG Hong-xia;WEN Ze-feng;WU Lei;LI Wei;ZHANG Shu-feng;JIN Xue-song;State Key Laboratory of Traction Power;Southwest Jiaotong University;Tianjin Railway Technical and Vocational College;Department of Mechanical Engineering;Emei Campus of Southwest Jiaotong University;
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ANALYSIS ON RIGIDITY OF COMPOSITE HELICAL SPRING AND ITS INFLUENCE FACTORS
XIONG Zhi-yuan;SONG Rui-xiang;KANG Zhong-xu;LIU Lei;LIU Qiang;Beijing Municipal Institute of Labour Protection;State Environmental Protection Engineering Center for City Noise and Vibration Control;
XIONG Zhi-yuan;SONG Rui-xiang;KANG Zhong-xu;LIU Lei;LIU Qiang;Beijing Municipal Institute of Labour Protection;State Environmental Protection Engineering Center for City Noise and Vibration Control;
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LAGRANGIAN-BASED INVESTIGATIONS ON UNSTEADY CAVITATING FLOWS
ZHAO Yu;WANG Guo-yu;HUANG Biao;WU Qin;WANG Fu-feng;School of Mechanical Engineering;Beijing Institute of Technology;
ZHAO Yu;WANG Guo-yu;HUANG Biao;WU Qin;WANG Fu-feng;School of Mechanical Engineering;Beijing Institute of Technology;
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THE OPTIMIZATION DESIGN FOR THE ADAPTIVE BASE BASED ON ACCURATE NUMERICAL MODELLING METHOD
ZHONG Jian-lin;REN Jie;MA Da-wei;WANG Xi;School of Mechanical Engineering;NUST;Beijing Institute of Space Launch;
ZHONG Jian-lin;REN Jie;MA Da-wei;WANG Xi;School of Mechanical Engineering;NUST;Beijing Institute of Space Launch;
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RESEARCH ON LOAD ENHANCEMENT METHOD FOR FATIGUE CRACK GROWTH TEST
ZHANG Hai-ying;NIU Zhi-qi;DONG Deng-ke;CHEN Li;Aircraft Structure Research Institute;Xi’an Modern Control Technology Research Institute;
ZHANG Hai-ying;NIU Zhi-qi;DONG Deng-ke;CHEN Li;Aircraft Structure Research Institute;Xi’an Modern Control Technology Research Institute;
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FATIGUE PROFORMANCE EVALUATION OF FAST CABLE-NET STRUCTURES AND DEVELOPMENT OF A NEW TYPE OF STEEL CABLE SYSTEM WITH HIGH FATIGUE RESISTANCE
JIANG Peng;ZHU Wan-xu;LIU Fei;WANG Qi-ming;YUE You-ling;QIAN Lei;NAN Ren-dong;ZHU Zhong-yi;GUO Zheng-xing;HUANG Ying;LUO Bin;National Astronomical Observatories;Chinese Academy of Sciences;Key Laboratory of Radio Astronomy;Guangxi Liugong Machinery Co.;Ltd;The Beijing Institute of Architectural Design;School of Civil Engineering;Southeast University;
JIANG Peng;ZHU Wan-xu;LIU Fei;WANG Qi-ming;YUE You-ling;QIAN Lei;NAN Ren-dong;ZHU Zhong-yi;GUO Zheng-xing;HUANG Ying;LUO Bin;National Astronomical Observatories;Chinese Academy of Sciences;Key Laboratory of Radio Astronomy;Guangxi Liugong Machinery Co.;Ltd;The Beijing Institute of Architectural Design;School of Civil Engineering;Southeast University;
..............page:243-249
INVESTIGATION OF DYNAMIC RESPONSE AND WAKE ON LARGE SCALE WIND TURBINE BASED ON THE FREE WAKE METHOD
CAO Jiu-fa;WANG Tong-guang;KE Shi-tang;Jiangsu Key Laboratory of Hi-Tech Research for Wind Turbine Design;Nanjing University of Aeronautics & Astronautics;
CAO Jiu-fa;WANG Tong-guang;KE Shi-tang;Jiangsu Key Laboratory of Hi-Tech Research for Wind Turbine Design;Nanjing University of Aeronautics & Astronautics;
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