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Engineering Mechanics
FQ: 月刊
AD of Publication: 北京市
Lanuage: 中文;
ISSN: 1000-4750
CN: 11-2595/O3
YP: 1984
Url: 中国力学学会
Recommended Journals
Engineering Mechanics
2017 -04
Catalog
BOUNDARY CONDITIONS ON DEGENERATE LINES FOR THE PARAMETRIC FINITE DIFFERENCE METHOD OF LINES LIN Yong-jing;YUAN Si;Department of Architectural Engineering
NUMERICAL INVESTIGATION ON THE VORTEX-INDUCED VIBRATION OF A FLEXIBLE SLENDER RISER LI Fei-fan;JI Chun-ning;XU Dong;HAN Bing;ZHANG Hai;Tianjin University
EMD-BASED QUANTITATIVE CATEGORIZATION FOR VELOCITY PULSE-LIKE GROUND MOTIONS YANG Cheng;TANG Ze-nan;CHANG Zhi-wang;HUANG Guo-qing;XU Teng-fei;National Engineering Laboratory for Technology Geological Disaster Prevention in Land Transportation
STUDY ON BENDING RESISTANCE OF ALUMINUM-FOAM-SANDWICH PANELS ZHOU Jing-yang;XIA Zhi-cheng;ZHANG Jian-liang;KONG Xin-li;College of Defense Engineering
GEOMETRIC NONLINEAR AEROELASTIC BEHAVIOR OF HIGH ASPECT RATIO WINGS FU Zhi-chao;CHEN Zhan-jun;LIU Zi-qiang;China Academy of Aerospace Aerodynamics;
FATIGUE SCATTERING FACTOR FOR LOAD SPECTRA IN A FIGHTER FLEET LI Tang;HE Xiao-fan;SUI Fang-yuan;LI Yu-hai;School of Aeronautic Science and Engineering
CONTROL OF TRANSONIC BUFFET ONSET INCIDENCE ANGLE AND BUFFETING LOADS BY TANGENTIAL SLOT BLOWING DANG Hui-xue;ZHAO Jun-hai;YANG Zhi-chun;School of Civil Engineering
INFLUENCE OF AMPLITUDE-AND FREQUENCY-DEPENDENT STIFFNESS OF RAIL PADS ON THE FREQUENCY-DOMAIN RANDOM VIBRATION OF VEHICLE-TRACK COUPLED SYSTEM WEI Kai;ZHANG Pan;WANG Ping;Key Laboratory of High-speed Railway Engineering
SEISMIC ANALYSIS OF LONG-SPAN CONTINUOUS RIGID FRAME BRIDGE CONSIDERING SITE NONLINEARITY, TOPOGRAPHY EFFECT AND SOIL-STRUCTURE DYNAMIC INTERACTION UNDER OBLIQUE INCIDENCE WANG Du-guo;ZHAO Cheng-gang;China Earthquake Disaster Prevention Center;School of Civil Engineering
3D NUMERICAL SIMULATION OF WIND-DRIVEN RAIN ON BRIDGE DECK SECTIONS BASED ON EULERIAN MULTIPHASE MODEL LIU Shun;HUANG Sheng-hong;LI Qiu-sheng;CHEN Fu-bin;College of Civil Engineering
DYNAMIC RESPONSES AND TRAIN RUNNING SAFETY OF RAILWAY CABLE-STAYED BRIDGE UNDER EARTHQUAKES ZHU Zhi-hui;YANG Le;WANG Li-dong;CAI Cheng-biao;DAI Gong-lian;School of Civil Engineering
SPATIAL TRANSFORMATION CONTROL METHOD OF MAIN CABLE ALIGNMENT DURING CONSTRUCTION PROCESS IN SUSPENSION BRIDGE WITH SPATIAL CABLES WANG Xiao-ming;LEI Xiao-ming;WANG Cheng-shu;XU Yuan-xiao;Institute of Bridge Engineering
NONLINEAR FRACTURE SIMULATION OF DAM-FOUNDATION INTERFACE DRIVEN BY NONLINEAR WATER PRESSURE ZHONG Hong;LIN Gao;LI Hong-jun;Faculty of Infrastructure Engineering
THREE-DIMESIONAL SEEPAGE ANALYSIS FOR CRACKED CONCRETE BASED ON EMBEDDED ELEMENTS AND ELASTIC ANALOGY QIAN Peng;XU Qian-jun;State Key Laboratory of Hydroscience and Engineering
ELASTIC-PLASTIC ANALYSIS OF 3D SOLIDS USING THE FINITE PARTICLE METHOD ZHANG Peng-fei;LUO Yao-zhi;YANG Chao;Space Structure Research Center of Zhejiang University;
EXPERIMENTAL STUDY ON THE SIZE EFFECT OF HIGH-STRENGTH RC COLUMNS UNDER AXIAL COMPRESSION LI Dong;JIN Liu;DU Xiu-li;The key laboratory of Urban Security and Disaster Engineering
ANALYSIS ON TIME-DEPENDENT DEFLECTION OF RECYCLED AGGREGATE CONCRETE BEAMS XIAO Jian-zhuang;ZHENG Shi-tong;Department of Structural Engineering
DYNAMIC STRUCTURAL RESPONSE OF PROGRESSIVE COLLAPSE UNDER A SINGLE-COLUMN-REMOVAL SCENARIO GUO Yi-qing;YU Jun;College of civil engineering and transportation
ACCEPTABLE STRUCTURAL COLLAPSE SAFETY MARGIN RATIOS BASED ON ANNUAL COLLAPSE PROBABILITY XIAN Li-na;HE Zheng;ZHANG Yan-tai;College of Civil Engineering and Architecture
ANALYTICAL SOLUTION FOR STRESS WAVES OF HOLLOW CONCRETE FILLED STEEL TUBULAR PILES SUBJECTED TO AXIAL IMPACT WANG Huai-zhong;Baosteel-Tiemeng Structural Engineering Institute
EXPERIMENTAL RESEARCH ON CRACK WIDTH OF STEEL FIBERS REINFORCED SELF-CONSOLIDATING CONCRETE BEAMS NING Xi-liang;DING Yi-ning;School of Civil Engineering and Architecture
MESO-SCALE PARTICLE MODELING OF ALKALI-SILICA REACTION AND MECHANICAL PROPERTIES OF CONCRETE SONG Bai-xing;KE Guo-jun;PAN Jian-wen;School of Urban Construction
NONLINEAR ANALYSIS MODEL AND NUMERICAL SIMULATION OF COUPLED WALL SYSTEMS LUO Huan;DU Ke;SUN Jing-jiang;DING Bao-rong;Key Laboratory of Earthquake Engineering and Engineering Vibration
STUDY ON SKEWED WIND LOAD FACTOR ON CROSS-ARMS OF ANGLE STEEL TRANSMISSION TOWERS UNDER SKEWED WIND YANG Feng-li;China Electric Power Research Institute;
EQUIVALENT STATIC WIND LOAD OF TRANSMISSION TOWER BASED ON DISPLACEMENT MEASUREMENT LIU Mu-guang;WANG Shu-bin;XIE Zhuang-ning;SHI Bi-qing;School of Civil Engineering and Transportation
EXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF S30408 AUSTENITIC STAINLESS STEEL AT ELEVATED TEMPERATURES FAN Sheng-gang;ZHENG Jia-cheng;SUN Wen-jun;XIA Xin-feng;LIU Mei-jing;Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education
STUDY ON THE BEHAVIOR OF PRECAST REINFORCED CONCRETE BEAMS UNDER IMPACT LOADING YAN Qiu-shi;SHAO Hui-fang;LI Liang;The Key Laboratory of Urban Security and Disaster Engineering
INVESTIGATION ON THE DUCTILE FRACTURE BEHAVIOR OF Q460 STEEL FILLET WELDED JOINTS BASED ON MICRO-MECHANICS SHI Gang;CHEN Yu-feng;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry
INFLUENCE OF SEISMIC ACTION ADJUSTMENTS ON SEISMIC DESIGN AND SAFETY OF RC FRAMES LU Xiao;LU Xin-zheng;LI Meng-ke;GU Dong-lian;XIE Lin-lin;School of Civil Engineering
BASIC PARAMETERS TEST AND 3D MODELLING OF BOND IN HSC AFTER ELEVATED TEMPERATURES ZHAO Wei-ping;ZHU Bin-rong;School of Mechanics and Civil Engineering
2017 Issues:  [01] [02] [03] [04] [S1] [06] [07] [08] [09] [10] [05]
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