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Engineering Mechanics
FQ: monthly
AD of Publication: China
Lanuage: Chinese
ISSN: 1000-4750
CN: 11-2595/O3
YP: 1984
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Engineering Mechanics
2010 -01
Catalog
Overview
SUBSTRUCTURE TESTING METHODS BASED ON ENERGY-CONSERVING TIME INTEGRATION ALGORITHM LI Yan1
STUDY ON CORRESPONDING RELATIONSHIPS BETWEEN FLEXURAL LOAD-DEFORMATION HARDENING CURVES AND TENSILE STRESS-STRAIN HARDENING CURVES OF UHTCC CAI Xiang-rong
LARGE DEFLECTION BENDING CALCULATION AND ANALYSIS OF BIMODULOUS RECTANGULAR PLATE WU Xiao
A COUPLED METHOD OF STATIC STRENGTH AND FATIGUE RELIABILITY ANALYSIS OF TRUSS SYSTEM ZHAO Wei-tao
TIME-DEPENDENT RELIABILITY ANALYSIS OF STRUCTURES WITH NONLINEAR PERFORMANCE FUNCTION JIANG You-bao
COMPACTION MECHANICAL RESPONSE AND ANALYSIS OF VISCOELASTOPLASTICITY MODEL PARAMETER FOR LOOSE HOT ASPHALT MIXTURE ZHENG Jian-long1
RESEARCH ON CRACK PROPAGATION CHARACTERISTIC OF RAILWAY WHEEL WITH WEB PLAT UNDER MULTIAXIAL LOADING ZHOU Su-xia
A FLEXIBILITY BASED BEAM ELEMENT WITH MESHED SECTIONS ZHOU Ling-yuan
ELASTIC LOCAL SHEAR BUCKLING ANALYSIS ON SIMPLY SUPPORTED STEEL-CONCRETE COMPOSITE SLAB WU Li-li1
BIFURCATION AND CHAOS OF A PARAMETRICALLY EXCITED VISCOELASTIC MOVING BELT LIU Yan-qi1
FAILURE MODES OF RETICULATED SHELLS SUBJECTED TO EARTHQUAKES ZHI Xu-dong
THE MECHANISM OF THE ZONAL DISINTEGRATION PHENOMENON AROUND DEEP SPHERICAL TUNNELS ZHOU Xiao-ping1
PROGRESSIVE COLLAPSE ANALYSIS AND MECHANISM STUDY FOR LARGE-SPAN STEEL TRUSS STRUCTURES JIANG Xiao-feng1
TORSIONALLY COUPLED VIBRATION CONTROL OF ECCENTRIC BUILDINGS USING TUNED LIQUID DAMPERS HUO Lin-sheng
AN APPLICATION OF MULTISTAGE MODEL UPDATING BASED ON OPTIMIZATION THEORY TO THE SAFETY APPRAISAL OF BRIDGE WANG Yuan-qing1
INVESTIGATION ON RUNNING-TRAIN-INDUCED GROUND VIBRATIONS NEAR RAILWAY CHEN Jian-guo1
LOW-DISCREPANCY SMAPLING METHOD FOR STRUCTURAL RELIABILITY SENSITIVITY ANALYSIS DAI Hong-zhe
STUDY ON SEISMIC TIME-HISTORY RESPONSE OF STRUCTURES WITH COMPLEX DAMPING ZHANG Hui-dong1
DYNAMIC MATRIX PREDICTIVE CONTROL FOR VIBRATION REDUCTION OF SPATIAL RETICULATED STRUCTURES WITH TIME DELAY ZHOU Dai
EXPERIMENT ON DYNAMIC TENSILE DAMAGE BEHAVIOR OF CONCRETE AFTER UNDERGOING LOADING HISTORY XIAO Shi-yun
TESTING AND ANALYSIS ON THE INDOOR THERMAL ENVIRONMENT IN A HISTORIC BUILDING YU Guo-qing
ALONG-WIND EQUIVALENT STATIC LOAD OF HIGH-RISE BUILDINGS WANG Da-hai1
STABILITY AND IDENTIFICATION FOR RATIONAL APPROXIMATION OF FOUNDATION FREQUENCY RESPONSE:DISCRETE-TIME RECURSIVE EVALUATIONS ZHAO Mi
ESTIMATION OF THE TEMPERATURE DISTRIBUTION IN CONCRETER STRUCTURES AFTER FIRE BY STATIC PARAMETER IDENTIFICATION WEI Dong
A NEW METHOD TO SIMULATE ROUND CONCRETE AGGREGATE GENERATION SONG Xiao-gang
INTELLIGENT STRUCTURAL CONTROL SYSTEM BY EMPLOYING BALL ISOLATION AND CONTROL WITH ENERGY TRANSFORM SUN Zuo-yu
A NEW METHOD FOR THE CALCULATION OF REINFORCEMENT OF CONCRETE:GENERAL DIMENSIONLESS DESIGNING DIAGRAM ZHOU Dong-hua1
STUDY ON STEADY-STATE FREQUENCY-RESPONSE OF NONLINEAR AXIAL FORCED VIBRATION OF PILES HU Chun-lin1
CALCULATING METHOD OF ROCK STRAIN LOADED BY DISC CUTTER ZHANG Zhao-huang
SEMI-ACTIVE NEUROCONTROL ON STAY CABLE WITH MR DAMPER XIAO Zhi-rong1
WALL-COLUMN FRAME MODEL OF RC SLIT WALL MI Xu-feng
LOAD FOR SUBWAY-INDUCED FREE FIELD VIBRATION AND ANALYSIS METHOD WANG Tian-you1
RESEARCH ON EARTHQUAKE INTENSITY MEASURES OF MULTIPLE SUPPORT EXCITATION BASED ON PROBABILITY SHEN Yan-li1
SIMULATION OF ICE-SHEDDING OF TRANSMISSION TOWER-LINE SYSTEM IN HEAVY ICE REGIONS YAN Zhi-tao
OPTIMIZATION OF ICE-RESISTANT JACKET PLATFORM DESIGN BASED ON FATIGUE RELIABILITY LIU Xiang1
RESEARCH ON DYNAMIC WIND LOAD FACTORS FOR WINDAGE YAW ANGLE OF SUSPENSION INSULATOR STRINGS YAN Bo1
THE OPTIMAL POSITION DESIGN OF SENSORS/ACTUATORS IN ACTIVE VIBRATION CONTROL FOR PIEZOELECTRIC INTELLIGENT STRUCTURES ZHANG Jing-jun1
MODAL ANALYSIS OF MOORING SYSTEM IN DEEP SEA TANG You-gang1
WIND-INDUCED RESPONSE ANALYSIS OF WIND TURBINE TOWER CONSIDERING THE CENTRIFUGAL STIFFENING EFFECT OF BLADE CHEN Xiao-bo1
UNDERACTUATED SPACECRAFT ATTITUDE MOTION PLANNING WITH SPLINE APPROXIMATION ZHANG Qi-zhi
PREDICTION OF VIBRATIONS IN THE TUNNEL AND FREE FIELD DUE TO PASSAGE OF METRO TRAINS LIU Wei-feng1
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