1000-4750
2016 Issue 12
RESEARCH PROGRESS OF COMPOUND SECTION COLD-FORMED THIN-WALL STEEL STRUCTURES
CHEN Ming;HUANG Ji-hui;ZHAO Gen-tian;College of Civil Engineering;Inner Mongolia University of Science and Technology;
CHEN Ming;HUANG Ji-hui;ZHAO Gen-tian;College of Civil Engineering;Inner Mongolia University of Science and Technology;
..............page:1-11
NONLINEAR POST-BUCKLING ANALYSIS OF TRUSS STRUCTURES USING AN INCREMENTAL SECANT STIFFNESS APPROACH
WEN Ying;SUN Ming-wen;LI Te;ZENG Qing-yuan;School of Civil Engineering;Central South University;The Key Laboratory of Engineering Structure of Heavy Railway;Ministry of Education;
WEN Ying;SUN Ming-wen;LI Te;ZENG Qing-yuan;School of Civil Engineering;Central South University;The Key Laboratory of Engineering Structure of Heavy Railway;Ministry of Education;
..............page:12-20
SCALE ADAPTIVE SIMULATION BASED ON A K-KL TWO-EQUATION TURBULENCE MODEL
LI Zhao;CHEN Hai-xin;ZHANG Yu-fei;School of Aerospace Engineering;Tsinghua University;
LI Zhao;CHEN Hai-xin;ZHANG Yu-fei;School of Aerospace Engineering;Tsinghua University;
..............page:21-30
FREE VIBRATION ANALYSIS OF A LAMINATED COMPOSITE MINDLIN PLATE BASED ON NEW MODIFIED COUPLE STRESS THEORY
CHEN Wan-ji;REN He-fei;Key Laboratory of Liaoning Province for Composite Structural Analysis of Aerocraft and Simulation;Shenyang Aerospace University;
CHEN Wan-ji;REN He-fei;Key Laboratory of Liaoning Province for Composite Structural Analysis of Aerocraft and Simulation;Shenyang Aerospace University;
..............page:31-37+43
AN IMPROVED YEOH CONSTITUTIVE MODEL FOR HYPERELASTIC MATERIAL
LI Xue-bing;WEI Yin-tao;Department of Automobile Engineering;Tsinghua University;Anti-vibration Department;CRRC Qingdao Sifang Rolling Stock Research Institute Co.;Ltd.;
LI Xue-bing;WEI Yin-tao;Department of Automobile Engineering;Tsinghua University;Anti-vibration Department;CRRC Qingdao Sifang Rolling Stock Research Institute Co.;Ltd.;
..............page:38-43
DYNAMIC RESPONSE OF A LAYERED SATURATED GROUND SUBJECTED TO A BURIED MOVING LOAD
HU An-feng;LI Yi-jun;JIA Yu-shuai;SUN Bo;XIE Kang-he;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft and Geoenvironmental Engineering;Zhejiang University;Guangzhou Construction Quality & Safety Testing Center;China Railway Siyuan Survey and Design Group CO.;LTD;
HU An-feng;LI Yi-jun;JIA Yu-shuai;SUN Bo;XIE Kang-he;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft and Geoenvironmental Engineering;Zhejiang University;Guangzhou Construction Quality & Safety Testing Center;China Railway Siyuan Survey and Design Group CO.;LTD;
..............page:44-51+62
SYNERGY PRINCIPLE OF COMPLEX SUPPORTING STRUCTURAL SYSTEMS IN TUNNELS
SUN Yi;ZHANG Ding-li;Key Laboratory for Urban Underground Engineering of the Education Ministry;Beijing Jiaotong University;
SUN Yi;ZHANG Ding-li;Key Laboratory for Urban Underground Engineering of the Education Ministry;Beijing Jiaotong University;
..............page:52-62
SHAKING TABLE TEST ON FAILURE MECHANISM OF RC FRAME WITH EXTERIOR CORRIDOR
HUANG Si-ning;GUO Xun;SUN De-zhang;GUO You-hai;Tarasenko A A;College of Pipeline and Civil Engineering;China University Petroleum;Institute of Engineering Mechanics;China Earthquake Administration;Tyumen State Oil and Gas University;
HUANG Si-ning;GUO Xun;SUN De-zhang;GUO You-hai;Tarasenko A A;College of Pipeline and Civil Engineering;China University Petroleum;Institute of Engineering Mechanics;China Earthquake Administration;Tyumen State Oil and Gas University;
..............page:63-71+85
EXPERIMENTAL STUDY ON MECHANICAL BEHAVIORS OF COLUMN-BEAM INTERFACE OF FRAME UNDERPINNING JOINTS
YUE Qing-xia;ZHANG Xin;LIU Ji-song;FAN Zun-long;Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures;Shandong Jianzhu University;Shandong Jianzhu University Architecture & Urban Planning Design Institute;
YUE Qing-xia;ZHANG Xin;LIU Ji-song;FAN Zun-long;Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures;Shandong Jianzhu University;Shandong Jianzhu University Architecture & Urban Planning Design Institute;
..............page:72-79
IMPACT FAILURE SIMULATION OF A SINGLE-EDGED NOTCHED CONCRETE BEAM BASED ON PERIDYNAMICS
Yü Yang-tian;ZHANG Qing;GU Xin;Department of Engineering Mechanics;Hohai University;
Yü Yang-tian;ZHANG Qing;GU Xin;Department of Engineering Mechanics;Hohai University;
..............page:80-85
ANALYTICAL SOLUTIONS OF PILE-SOIL INTERACTION IN EXPANSIVE SOIL FOUNDATION WITH EXPANSION RATE AND STIFFNESS VARIATION ALONG THE DEPTH
ZHANG Da-feng;YANG Jun;LI Lian-you;SHEN Zhao-pu;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;China Road and Bridge Corporation;
ZHANG Da-feng;YANG Jun;LI Lian-you;SHEN Zhao-pu;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;China Road and Bridge Corporation;
..............page:86-93
EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF SHORT-PIER SHEAR WALLS SUBJECTED TO FREEZE-THAW CYCLES
ZHENG Shan-suo;GAN Chuan-lei;QIN Qing;YANG Wei;WANG Feng;School of Civil Engineering;Xi’an University of Architecture and Technology;
ZHENG Shan-suo;GAN Chuan-lei;QIN Qing;YANG Wei;WANG Feng;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:94-103+111
RESEARCH ON LAYOUT PRINCIΡLE OF BRACES FOR BUCKLING-RESTRAINED BRACED FRAMES
FENG Yu-long;WU Jing;MENG Shao-ping;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
FENG Yu-long;WU Jing;MENG Shao-ping;Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education;Southeast University;
..............page:104-111
A POWER FLOW METHOD AND ITS MODELING FOR COUPLING VIBRATION ANALYSIS OF TRAIN-TRACK-BRIDGE SYSTEM IN THE MEDIUM-TO-HIGH FREQUENCY RANGE
LI Qi;CHENG Shi-li;LI Wu-qian;SONG Xiao-dong;Department of Bridge Engineering;Tongji University;
LI Qi;CHENG Shi-li;LI Wu-qian;SONG Xiao-dong;Department of Bridge Engineering;Tongji University;
..............page:112-118+127
EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PRECAST RC COLUMNS WITH STEEL BARS SPLICED BY COMPRESSIVE SLEEVES
ZHANG Wei-jing;GUO Yuan-yuan;LIU Shi-wei;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;Inner Mongolia Mengxi Engineering Design Co.;Ltd.;
ZHANG Wei-jing;GUO Yuan-yuan;LIU Shi-wei;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;Inner Mongolia Mengxi Engineering Design Co.;Ltd.;
..............page:119-127
A SIMILARITY SOLUTION METHOD OF CYLINDRICAL CAVITY EXPANSION IN K0 CONSOLIDATED SATURATED SOILS
LIU Shi-peng;SHI Jian-yong;LEI Guo-hui;ZHANG Xing-sheng;College of Resources and Environment;North China University of Water Resources and Electric Power;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
LIU Shi-peng;SHI Jian-yong;LEI Guo-hui;ZHANG Xing-sheng;College of Resources and Environment;North China University of Water Resources and Electric Power;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:128-134
PARAMETER CORRECTION METHOD OF BURGERS MODEL FOR COARSE-GRAINED SOIL CONSIDERING CONFINING PRESSURE
JIN De-hai;XU Ming;Department of Civil Engineering;Tsinghua University;
JIN De-hai;XU Ming;Department of Civil Engineering;Tsinghua University;
..............page:135-142
EXPERIMENTAL RESEARCH ON THE SEISMIC PERFORMANCE OF NEW HYBRID PRECAST CONCRETE SHEAR WALLS UNDER VARIOUS AXIAL COMPRESSION RATIOS
ZHU Zhang-feng;GUO Zheng-xing;College of Civil Engineering;Nanjing TECH University;School of Civil Engineering;Southeast University;
ZHU Zhang-feng;GUO Zheng-xing;College of Civil Engineering;Nanjing TECH University;School of Civil Engineering;Southeast University;
..............page:143-149+166
NONLINEAR DYNAMIC ANALYSIS OF A WIND-TRAIN-LONG-SPAN SUSPENSION BRIDGE COUPLING SYSTEM
WANG Shao-qin;MA Qin;XIA He;GUO Wei-wei;School of Science;Beijing University of Civil Engineering and Architecture;Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment;CCCC Highway Consultants Co.;Ltd.;School of Civil Engineering;Beijing Jiaotong University;
WANG Shao-qin;MA Qin;XIA He;GUO Wei-wei;School of Science;Beijing University of Civil Engineering and Architecture;Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment;CCCC Highway Consultants Co.;Ltd.;School of Civil Engineering;Beijing Jiaotong University;
..............page:150-157
SHELL-SPRING-CONTACT-GROUND MODEL BASED ON SEGMENT JOINT STIFFNESS NONLINEARITY
XU Guo-wen;WANG Shi-min;WANG Dong-bing;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;
XU Guo-wen;WANG Shi-min;WANG Dong-bing;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;
..............page:158-166
SEISMIC SHEAR OF K-TYPE ECCENTRICALLY BRACED STEEL FRAMES WITH HIGH STRENGTH STEEL IN ELASTO-PLASTIC STATE
LI Shen;LIAN Ming;SU Ming-zhou;School of Civil Engineering and architecture;Xi’an University of Technology;School of Civil Engineering;Xi’an University of Architecture and Technology;
LI Shen;LIAN Ming;SU Ming-zhou;School of Civil Engineering and architecture;Xi’an University of Technology;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:167-175+224
DYNAMIC RESPONSE AND RUNNING SAFETY EVALUATION OF A TUNNEL-TRAIN SYSTEM DURING EARTHQUAKE
YANG Xun;WANG Huan-huan;JIN Xian-long;State Key Laboratory of Mechanical System and Vibration;Shanghai Jiaotong University;College of Mechanical Engineering;Shanghai Jiaotong University;
YANG Xun;WANG Huan-huan;JIN Xian-long;State Key Laboratory of Mechanical System and Vibration;Shanghai Jiaotong University;College of Mechanical Engineering;Shanghai Jiaotong University;
..............page:176-185
CRACK NON-DESTRUCTIVE TEST IN TIMOSHENKO BEAMS BASED ON CRACK-INDUCED CHORD-WISE DEFLECTION
WANG De-jiang;YANG Xiao;Department of Civil Engineering;Shanghai University;
WANG De-jiang;YANG Xiao;Department of Civil Engineering;Shanghai University;
..............page:186-195
RESILIENCE MODELS OF POSE-FIRE SRC COLUMNS
ZHANG Chao;WANG Guang-yong;XUE Su-duo;LI Xiong-yan;College of Architectural and Civil Engineering;Beijing University of Technology;China Academy of Building Research;
ZHANG Chao;WANG Guang-yong;XUE Su-duo;LI Xiong-yan;College of Architectural and Civil Engineering;Beijing University of Technology;China Academy of Building Research;
..............page:196-205
CALCULATION METHOD OF LOAD-DISPLACEMENT SKELETON CURVE FOR UNIFORM SECTIONAL CFST LATTICE COLUMN WITH FLAT LACING TUBE
YUAN Hui-hui;WU Qing-xiong;CHEN Bao-chun;CAI Hui-xiong;College of Civil Engineering;Fuzhou University;
YUAN Hui-hui;WU Qing-xiong;CHEN Bao-chun;CAI Hui-xiong;College of Civil Engineering;Fuzhou University;
..............page:206-216
STUDY ON THE STABILITY PREDICTION OF REAL-TIME DYNAMIC SUBSTRUCTURING SYSTEM BASED ON SHAKING TABLE
TANG Zhen-yun;CHEN Shi-cai;ZHANG Jin-xi;LI Zhen-bao;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;Beijing Key Laboratory of Transportation Engineering;Beijing University of Technology;
TANG Zhen-yun;CHEN Shi-cai;ZHANG Jin-xi;LI Zhen-bao;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;Beijing Key Laboratory of Transportation Engineering;Beijing University of Technology;
..............page:217-224
OPTIMIZATION ANALYSIS OF PRELOAD BASED ON SPACE BEARING LIFE PREDICTION
NING Feng-ping;YAO Jian-tao;TENG Zhi-cheng;AN Jing-tao;ZHAO Yong-sheng;Parallel Robot and Mechatronic System Laboratory of Hebei Province;Yanshan University;College of Mechanical and Power Engineering;North University of China;Key Laboratory of Advanced Forging & Stamping Technology and Science;Yanshan University;
NING Feng-ping;YAO Jian-tao;TENG Zhi-cheng;AN Jing-tao;ZHAO Yong-sheng;Parallel Robot and Mechatronic System Laboratory of Hebei Province;Yanshan University;College of Mechanical and Power Engineering;North University of China;Key Laboratory of Advanced Forging & Stamping Technology and Science;Yanshan University;
..............page:225-231
THE GENERAL SYMPLECTIC ANALYSIS OF TIME-VARIANT RANDOM VIBRATION OF VEHICLE-TRACK COUPLED SYSTEM WITH FREQUENCY-DEPENDENT STIFFNESS OF RAIL PADS
WEI Kai;YANG Fan;WANG Ping;ZHANG Pan;Key Laboratory of High-speed Railway Engineering;Ministry of Education;School of Civil Engineering;Southwest Jiaotong University;
WEI Kai;YANG Fan;WANG Ping;ZHANG Pan;Key Laboratory of High-speed Railway Engineering;Ministry of Education;School of Civil Engineering;Southwest Jiaotong University;
..............page:232-240
BACK CALCULATION OF SUBMARINE LANDSLIDE IDENTIFIED IN THE NORTHWEST COAST OF SUMATRA
XIE Qiu-hong;XIU Zong-xiang;LIU Le-jun;LI Xi-shuang;LI Jia-gang;HU Guang-hai;ZHAO Yong;First Institute of Oceanography;SOA;Function Laboratory for Marine Geology;National Oceanography Laboratory;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;CNOOC Research Institute;SINOPEC Group Safety Engineering Research Institute;
XIE Qiu-hong;XIU Zong-xiang;LIU Le-jun;LI Xi-shuang;LI Jia-gang;HU Guang-hai;ZHAO Yong;First Institute of Oceanography;SOA;Function Laboratory for Marine Geology;National Oceanography Laboratory;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;CNOOC Research Institute;SINOPEC Group Safety Engineering Research Institute;
..............page:241-247+256
NUMERICAL INVESTIGATION ON DYNAMIC STALL OF WIND TURBINE AIRFOIL UNDERGOING COMPLEX MOTION
LIU Xiong;LIANG Shi;School of Engineering;Shantou University;Sany Heavy Energy Equipment Co.;LTD;
LIU Xiong;LIANG Shi;School of Engineering;Shantou University;Sany Heavy Energy Equipment Co.;LTD;
..............page:248-256
..............page:257-287