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STUDIES ON REPRESENTATIVE VOLUME ELEMENT SIZE OF CONCRETE BASED ON MESO-STRUCTURE STATISTICS
WANG Juan
2012, 29(12): 1-6. DOI: 10.6052/j.issn.1000-4750.2011.05.0278
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STATIC ANALYTICAL METHOD OF SINGLE-LAYER PLANE CABLE NET STRUCTURES UNDER BIDIRECTIONAL UNIFORM LOAD: BASIC CONTROL EQUATIONS AND LOGARITHMIC SOLUTION
WENG Zhen-jiang
2012, 29(12): 7-14,21. DOI: 10.6052/j.issn.1000-4750.2011.04.0245
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NUMERICAL EVALUATION OF PEDESTRIAN WIND ENVIRONMENT USING THRESHOLD EXCEEDANCE PROBABILITY APPROACH
LI Chao
2012, 29(12): 15-21. DOI: 10.6052/j.issn.1000-4750.2011.03.0106
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EVALUATING STRESS INTENSITY FACTOR OF POLYCARBONATE USING DIGITAL IMAGE CORRELATION
ZHANG Rui HE Ling-feng
2012, 29(12): 22-27,39. DOI: 10.6052/j.issn.1000-4750.2011.04.0250
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RAPID DETERMINATION OF THE FATIGUE LIMIT OF ALUMINUM ALLOY RIVETED COMPONENT BASED ON LOCK-IN INFRARED THERMOGRAPHY TECHNIQUE
LI Meng
2012, 29(12): 28-33. DOI: 10.6052/j.issn.1000-4750.2011.04.0249
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ANALYTICAL SOLUTION OF MODEⅡTHERMAL STRESS INTENSITY FACTOR FOR AN UNINSULATED CRACK UNDER UNIFORM HEAT FLOW
CHEN Xing-ye
2012, 29(12): 34-39. DOI: 10.6052/j.issn.1000-4750.2011.04.0256
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RESEARCH ON METHOD FOR DYNAMICS SIMULATION OF NON-HOLONOMIC SYSTEMS
MA Xiu-teng
2012, 29(12): 40-44. DOI: 10.6052/j.issn.1000-4750.2011.05.0263
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THE ELECTRO-ELASTIC FIELDS OF PIEZOELECTRIC MATERIALS WITH AN ELLIPTIC HOLE
LIU Shu-hong
2012, 29(12): 45-50. DOI: 10.6052/j.issn.1000-4750.2011.05.0288
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MONOPHYLETIC RANDOM VECTOR AND ITS APPLICATION IN STOCHASTIC ANALYSIS
TANG Bao-xin
2012, 29(12): 51-55. DOI: 10.6052/j.issn.1000-4750.2011.05.0304
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HIGH ORDER STRESSES FOR ELBOW UNDER IN-PLANE BENDING MOMENT
DUAN Zhi-xiang
2012, 29(12): 56-63. DOI: 10.6052/j.issn.1000-4750.2011.05.0305
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THEORETICAL SOLUTION OF SIMPLE SUPPORTED TROUGH GIRDER CONSIDERING SPATIAL EFFECT
NIE Jian-guo
2012, 29(12): 64-71. DOI: 10.6052/j.issn.1000-4750.2011.03.0104
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RESEARCH ON THE INFLUENCE OF INTERFACIAL TRANSITION ZONE ON THE MACRO-MECHANICAL PROPERTIES OF CONCRETE
DU Xiu-li
2012, 29(12): 72-79. DOI: 10.6052/j.issn.1000-4750.2011.04.0216
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THE INFLUENCES OF JOINT ON THE PROGRESSIVE COLLAPSE-RESISTING PERFORMANCE OF RC FRAMES
LI Shuang
2012, 29(12): 80-87. DOI: 10.6052/j.issn.1000-4750.2011.04.0242
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A NEW ADAPTIVE RESPONSE SURFACE METHOD BASED ON UNIVARIATE ANALYSIS
HAN Feng
2012, 29(12): 88-94. DOI: 10.6052/j.issn.1000-4750.2011.03.0156
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COMPARING EXPERIMENTAL ANALYSIS BETWEEN COMPRESSING AND TENSILE CREEP OF SELF-COMPACTING CONCRETE
LUO Su-rong
2012, 29(12): 95-100. DOI: 10.6052/j.issn.1000-4750.2011.04.0244
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DYNAMIC RESPONSE OF HIGH-SPEED RAILWAY BRIDGE SUBJECTED TO COLLISION LOAD AND TRAIN RUNNING SAFETY ANALYSIS
XIA Chao-yi
2012, 29(12): 101-107,120. DOI: 10.6052/j.issn.1000-4750.2011.05.0299
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ANALYSIS OF RECTANGULAR CRACKS SUBJECTED TO NON-UNIFORM LOADS IN LAYERED ROCKS
XIAO Hong-tian
2012, 29(12): 108-113. DOI: 10.6052/j.issn.1000-4750.2011.05.0279
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COUPLING VIBRATION OF WIND-VEHICLE-BRIDGE SYSTEM FOR LONG-SPAN ROAD-RAIL SUSPENSION BRIDGE AND RESISTANT-WIND CRITERION OF RUNNING TRAIN
LI Yong-le
2012, 29(12): 114-120. DOI: 10.6052/j.issn.1000-4750.2011.03.0158
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ANALYSIS OF NON-LINEAR VIBRATION OF RC BEAMS BY USING BLIND SOURCE SEPARATION
CAO Hui
2012, 29(12): 121-126. DOI: 10.6052/j.issn.1000-4750.2011.02.0084
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ANALYSIS OF BEARING CAPACITY CHARACTERISTIC OF ROCK SOCKETED PILES BASED ON FRACTAL THEORY
ZHAO Ming-hua
2012, 29(12): 127-133. DOI: 10.6052/j.issn.1000-4750.2011.02.0097
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THE ALGORITHM OF ZERO-STRESS STATE OF PNEUMATIC STRESSED MEMBRANE STRUCTURE
ZHAO Jun-zhao
2012, 29(12): 134-140. DOI: 10.6052/j.issn.1000-4750.2011.03.0153
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STRUT-AND-TIE MODEL CONSTRUCTION FOR DEEP BEAMS WITH OPENINGS
LIU Xia
2012, 29(12): 141-146. DOI: 10.6052/j.issn.1000-4750.2011.04.0205
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EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SEISMIC BEHAVIOR OF CONCRETE WALLS WITH CONSTRUCTION FORMWORK
REN Zheng-yue
2012, 29(12): 147-155. DOI: 10.6052/j.issn.1000-4750.2011.04.0217
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FAILURE MECHANISM OF STEEL REINFORCED CONCRETE PLANE FRAMES SUBJECTED TO FIRE
WANG Guang-yong
2012, 29(12): 156-162,169. DOI: 10.6052/j.issn.1000-4750.2011.04.0232
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THE MODEL STUDY ON OPTIMIZATION OF BOLTING DIRECTION OF ROCK MASS WITH PERSISTENT CRACKS
HAN Jian-xin
2012, 29(12): 163-169. DOI: 10.6052/j.issn.1000-4750.2011.04.0247
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STUDY OF FATIGUE CRACKING FOR ORTHOTROPIC
STEEL BRIDGE DECK
CHEN Bin
2012, 29(12): 170-174. DOI: 10.6052/j.issn.1000-4750.2011.04.0251
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NUMERICAL SIMULATION OF THE SUCCESSIVE PENETRATION OF JACKED PILE IN LAYERED COHESIVE SOIL AND SAND
KOU Hai-lei
2012, 29(12): 175-181. DOI: 10.6052/j.issn.1000-4750.2011.04.0252
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STRESS ANALYSIS OF THE DOWEL STEEL IN CRTSⅠDOUBLE-BLOCK BALLASTLESS TRACK
LIU Yu-tao
2012, 29(12): 182-185. DOI: 10.6052/j.issn.1000-4750.2011.04.0253
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ELASTIC-PLASTIC DYNAMIC ANALYSIS OF COLD-FORMED THIN-WALLED STEEL FRAMING SYSTEM OF LOW-RISE RESIDENTIAL BUILDINGS WITH COMPOSITE WALL
SHI Yan-li
2012, 29(12): 186-195. DOI: 10.6052/j.issn.1000-4750.2011.05.0261
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DYNAMIC RESPONSE OF GUIDEWAY GIRDERS DUE TO HIGH-SPEED MAGLEV TRAINS MOVING AT RESONANT SPEEDS
SHI Jin
2012, 29(12): 196-203. DOI: 10.6052/j.issn.1000-4750.2011.05.0262
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NUMERICAL ANALYSIS OF GAS PERMEABILITY OF CONCRETE INCORPORATING RECYCLED AGGREGATE
ZHOU Chun-sheng
2012, 29(12): 204-210. DOI: 10.6052/j.issn.1000-4750.2011.05.0270
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PRELIMINARY INVESTIGATION ON CHARACTERISTICS OF VERTICAL GROUND MOTION DURING WENCHUAN EARTHQUAKE
HAN Jian-ping
2012, 29(12): 211-219. DOI: 10.6052/j.issn.1000-4750.2011.05.0272
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STUDY ON CALCULATION METHODS OF ADDITIONAL STRESS OF X-SECTION ABNORMITY PILE WITH INVERTED ARCH SURFACE
WANG Xin-quan
2012, 29(12): 220-227. DOI: 10.6052/j.issn.1000-4750.2011.05.0274
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STUDY ON LINEAR DEPENDENCE PROBLEM IN HIGH-ORDER NUMERICAL MANIFOLD METHOD
GUO Chao-xu
2012, 29(12): 228-232. DOI: 10.6052/j.issn.1000-4750.2011.05.0277
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GLOBAL-LOCAL BENDING MODEL AND ITS APPLICATION IN SIMPLY SUPPORTED COMPOSITE BEAM
DING Min
2012, 29(12): 233-240. DOI: 10.6052/j.issn.1000-4750.2011.05.0281
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RESEARCH ON THE FACTORS OF 3-D MODEL OF THE RAIN-WIND INDUCED VIBRATION OF CABLE
ZHANG Er-hui
2012, 29(12): 241-247. DOI: 10.6052/j.issn.1000-4750.2011.05.0282
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DYNAMIC CHARACTERISTICS OF SATURATED FRACTIONAL DERIVATIVE TYPE VISCOELASTIC SOIL AND LINING SYSTEM WITH A DEEPLY EMBEDDED CIRCULAR TUNNEL
YANG Xiao
2012, 29(12): 248-255. DOI: 10.6052/j.issn.1000-4750.2011.05.0283
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STUDY ON CHARACTERISTICS OF PEDESTRIAN LOADS OF RAILWAY STATION STRUCTURES
XIE Wei-ping
2012, 29(12): 256-264. DOI: 10.6052/j.issn.1000-4750.2011.05.0285
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IMPROVED UNIAXIAL BOUC-WEN MODEL FOR SEISMIC DYNAMIC RESPONSE ANALYSIS OF INELASTIC SYSTEM
YU Bo
2012, 29(12): 265-273. DOI: 10.6052/j.issn.1000-4750.2011.05.0286
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LARGE EDDY SIMULATION OF UNSTEADY WIND FIELD AROUND BUILDING USING TURBULENT INFLOW
LI Qi
2012, 29(12): 274-280. DOI: 10.6052/j.issn.1000-4750.2011.05.0290
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STUDY ON DYNAMIC STRENGTH OF THE AEOLIAN SAND IN MAOWUSU DESERT AREA
DENG Ya-hong
2012, 29(12): 281-286. DOI: 10.6052/j.issn.1000-4750.2011.05.0291
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NUMERICAL SIMULATION OF THE INTERACTION BETWEEN WAVES AND FLOATING ELASTIC PLATE
SHEN Jie
2012, 29(12): 287-294. DOI: 10.6052/j.issn.1000-4750.2011.05.0292
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STUDY ON UNIAXIAL COMPRESSION CONSTITUTIVE MODELS OF ADOBE MASONRY
Akenjiang TUOHUTI
2012, 29(12): 295-301,315. DOI: 10.6052/j.issn.1000-4750.2011.05.0296
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RESEARCH OF CALCULATED METHOD OF BEARING CAPACITY FOR REINFORCED CONCRETE MEMBER UNDER SHEAR AND BENDING
HUANG Liang
2012, 29(12): 302-306. DOI: 10.6052/j.issn.1000-4750.2011.03.0100
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EXPERIMENTAL STUDY ON LATERAL STIFFNESS OF TRANSFER COLUMN IN SRC-RC HYBRID STRUCTURE
WU Kai
2012, 29(12): 307-315. DOI: 10.6052/j.issn.1000-4750.2011.05.0268
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THE STUDY ON SIMULTANEOUS IDENTIFICATION OF STRUCTURAL DAMAGES AND LOADS
ZHANG Qing-xia
2012, 29(12): 316-321,348. DOI: 10.6052/j.issn.1000-4750.2011.05.0275
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INFLUENCE OF EXPLOSIVE LOCATION DEPARTURE ON THE RESULTS OF SMALL SCALE INTERNAL BLAST EXPERIMENTS
NING Peng-fei
2012, 29(12): 322-327. DOI: 10.6052/j.issn.1000-4750.2011.05.0300
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FAILURE CRITERION FOR TRANSVERSELY ISOTROPIC ROCK MATERIALS
YANG Xue-qiang
2012, 29(12): 328-333. DOI: 10.6052/j.issn.1000-4750.2011.05.0306
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DYNAMIC RESPONSE OF FLOATING SLAB TRACK DUE TO A HARMONIC MOVING LOAD
MA Long-xiang
2012, 29(12): 334-341. DOI: 10.6052/j.issn.1000-4750.2011.05.0308
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EXPERIMENTAL STUDIES ON SHEARING BEHAVIOR OF INTEGRAL ASSEMBLY RC BEAMS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE
ZHI Zheng-dong
2012, 29(12): 342-348. DOI: 10.6052/j.issn.1000-4750.2011.06.0342
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EXPERIMENTAL STUDY OF SHEAR CAPACITY OF PERFOBOND CONNECTOR
ZHAO Chen
2012, 29(12): 349-354. DOI: 10.6052/j.issn.1000-4750.2011.09.0604
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EXPERIMENTAL RESEARCH ON THE PERFORMANCE OF SPLICING CONCRETE-FILLED GFRP TUBE COMPOSITE MEMBERS CONNECTED WITH STEEL BARS SUBJECTED TO AXIAL LOADING
CHEN Bai-ling
2012, 29(12): 355-359,369. DOI: 10.6052/j.issn.1000-4750.2012.06.0456
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WAVELET BASED FUZZY NEURAL NETWORK CONTROL FOR FREE-FLOATING SPACE FLEXIBLE MANIPULATOR TO
TRACK DESIRED TRAJECTORY
HUANG Deng-feng
2012, 29(12): 360-364. DOI: 10.6052/j.issn.1000-4750.2011.05.0322
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THE STIFFNESS AND STABILITY ANALYSIS OF A TAPERED BEAM WITH ELASTIC RESTRAINT CONSIDERING SECOND-ORDER EFFECTS
LU Nian-li
2012, 29(12): 365-369. DOI: 10.6052/j.issn.1000-4750.2011.04.0248
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PARAMETRIC VARIATIONAL PRINCIPLE BASED ELASTIC-PLASTIC ANALYSIS AND STRAIN LOCALIZATION SIMULATION OF 3D COSSERAT CONTINUUM MODEL
XIE Zhao-qian
2012, 29(12): 370-376,384. DOI: 10.6052/j.issn.1000-4750.2011.04.0236
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DYNAMIC SUBSTRUCTURE TECHNIQUE FOR PROPAGATIONS OF ELASTIC-PLASTIC WAVES OF BEAM INDUCED BY IMPACT
QIAN Peng-bo
2012, 29(12): 377-384. DOI: 10.6052/j.issn.1000-4750.2011.03.0165
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