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THE GENETIC-ALGORITHM-BASED APPROACH TO BACK ANALYSIS OF DISPLACEMENT PARAMETERS OF ELASTO-PLASTIC MODEL FOR ROCK MASS
DING De-xin, ZHANG Zhi-jun, SUN Jun
2003, 20(6): 1-5.
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CONSTRUCTION OF QUADRILATERAL MEMBRANE ELEMENTS WITH DRILLING DOF USING AREA COORDINATE METHOD
CHEN Xiao-ming, LONG Yu-qiu, XU Yin
2003, 20(6): 6-11.
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DYNAMIC RESPONSE OF IDEAL FLUID LAYER OVERLYING ELASTIC HALF-SPACE DUE TO P-WAVE INCIDENCE
WANG Jin-ting, JIN Feng, ZHANG Chu-han
2003, 20(6): 12-17.
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SIMULATION OF STOCHASTIC WIND FIELD OF LONG-SPAN BRIDGES CONSIDERING WIND EFFECTS OF THE BRIDGE TOWERS
HAN Da-jian, ZOU Xiao-jiang, SU Cheng
2003, 20(6): 18-22.
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CALCULATION OF THE DEFLECTION OF HIGH-STRENGTH STEEL FIBER REINFORCED CONCRETE SLAB SUBJECTED TO PUNCHING SHEAR
LIN Xu-jian, QIAN Zai-zi, ZHENG Zuo-qiao
2003, 20(6): 23-27.
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A NEW MESHLESS METHOD
GAO Zheng-guo, LIU Guang-ting
2003, 20(6): 28-33.
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EXPERIMENTAL STUDY OF BEARING AND DEFORMATION BEHAVIOR OF SQUEEZED BRANCH PILE AND ITS BEARING CAPACITY CALCULATION
JU Yu-wen, LIANG Ren-wang, BAI Xiao-hong, ZHANG Shan-yuan
2003, 20(6): 34-38.
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STRIP LAYER METHOD AND ITS APPLICATION IN SIMULATION OF THREE-DIMENSIONAL DEFORMATIONS OF PLATE AND STRIP ROLLING
LIU Hong-min, WANG Ying-rui, JIN Dan
2003, 20(6): 39-45.
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A GENERALIZED CONFORMING ELEMENT FOR THICK-THIN SLABS ON DOUBLE-PARAMETER FOUNDATION AND INVERSE ANALYSIS OF DEFLECTION FOR FOUNDATION PARAMETER IDENTIFICATION
ZHANG Wang-xi, YI Wei-jian
2003, 20(6): 46-51.
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APPLICATION OF ARTIFICIAL NEURAL NETWORK IN THE PREDICTION OF COMPRESSIVE STRENGTH OF LONG STANDING CONCRETE AFTER EXPOSURE TO HIGH TEMPERATURE
LU Tian-qi, ZHAO Guo-fan, LIN Zhi-shen
2003, 20(6): 52-57.
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THE HYSTERETIC BEHAVIOR OF R/C COLUMNS BASED ON THE CONTRASTING TESTS UNDER CONSTANT AND VARYING AXIAL FORCES
YANG Hong, BAI Shao-liang
2003, 20(6): 58-64.
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INITIAL STIFFNESS OF SEMI-RIGID BEAM-TO-COLUMN CONNECTIONS AND STRUCTURAL INTERNAL FORCE ANALYSIS
WANG Yan, LI Hua-jun, Li Jian-fen
2003, 20(6): 65-69.
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ELEMENT-FREE GALERKIN METHOD WITH WAVELET BASIS FUNCTION AND ITS APPLICATION IN ENGINEERING
ZHOU Rui-zhong, ZHOU Xiao-ping, MIAO Yuan-bing
2003, 20(6): 70-74.
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DYNAMIC RESPONSE OF INTERFACE CRACKS IN LAYERED PIEZOELECTRIC HALF SPACE SUBJECTED TO MECHANICAL AND ELECTRICAL IMPACTS
FENG Wen-jie, ZOU Zhen-zhu, ZHANG Zhi-guo
2003, 20(6): 75-80.
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ANALYSIS OF THE UNSTRESSED LENGTH OF CATENARY WITH KNOWN STRESSED LENGTH OR END TENSION FORCE
NIE Jian-guo, CHEN Bi-lei, XIAO Jian-chun
2003, 20(6): 81-85.
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TRAIN RUNABILITY OF THE SCHEMED BEIJING-SHANGHAI HIGH-SPEED RAILWAY ON THE NANJING YANGTZE-RIVER BRIDGE
LI Xiao-zhen, CAI Jing, QIANG Shi-zhong
2003, 20(6): 86-92,2.
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FORM-FINDING METHOD OF OBJECTIVE LOCATION FOR LARGE SPAN SUSPENDED CABLE STRUCTURES
WANG Hong, GUO Yan-lin, REN Ge-xue
2003, 20(6): 93-98.
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EXPERIMENTAL STUDY OF A PRESTRESSED TROUGH BRIDGE FOR HIGH SPEED RAILWAY
XIA He, ZHANG Nan, ZHANG Hong-ru, DE ROECK Guido
2003, 20(6): 99-105.
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REDUCTION OF VIBRATION DURING CONSTRUCTION OF BRIDGE TOWERS BY TMD
XU Gang, WANG Jing-fu, REN Wen-min, LIU Gang-liang, WANG Zhong-wen, GU Jin-jun
2003, 20(6): 106-110.
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FUZZY FINITE ELEMENT METHOD BASED ON FUZZY COEFFICIENT PROGRAMMING
LI Hai-bin, HUANG Hong-zhong, SUN Zhan-quan
2003, 20(6): 111-115,.
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STABILITY DESIGN OF AXIALLY COMPRESSED THIN STEEL CYLINDRICAL SHELLS
ZHAO Yang, TENG Jin-Guang
2003, 20(6): 116-126.
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A STUDY OF BIFURCATION OF THE COMPRESSIVE-ROTATING DRILLSTRING IN VERTICAL WELL SECTION
FAN Mu-hui, JIAO Yong-shu, WANG Lei
2003, 20(6): 127-129,.
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WAVERIDER CONFIGURATION DESIGN AND FOREBODY COMPRESSIBILITY ANALYSIS
LIU Jia, WANG Fa-min
2003, 20(6): 130-134.
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NUMERICAL SIMULATION OF WIND PRESSURES ON A LOW-RISE BUILDING COMPLEX WITH GABLE ROOFS
WANG Hui, CHEN Shui-fu, TANG Jin-chun
2003, 20(6): 135-140,.
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ON PARTIAL FACTORS OF LIMIT BEARING CAPACITY OF PRECAST PILE IN SHANGHAI CODE
ZHAO Chun-feng, XU Chao, MIAO Jun-fa, GAO Da-zhao
2003, 20(6): 141-144,.
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ON INITIAL POINT SELECTION OF THE CONTINUED-PROPULSION SOFT-LANDING TRAJECTORIES OF LUNAR PROBES
WANG Jie, LI Jun-feng, CUI Nai-gang, LIU Dun
2003, 20(6): 145-148.
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MULTI-LEVEL-SUBSTRUCTURING-BASED SUBSPACE ITERATION IN THE EIGENVALUE EXTRACTION FOR VERY LARGE-SCALE STRUCTURES
YU Yong-sheng, LIN Jia-hao
2003, 20(6): 149-153,.
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EXPERIMENTAL STUDY OF STRESS-STAIN RELATION OF ECCENTRICALLY-LOADED CONCRETE-FILLED STEEL TUBULAR COLUMNS
CHEN Bao-chun, WANG Lai-yong, OU Zhi-jing, HAN Lin-hai
2003, 20(6): 154-159.
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TRANSIENT LATERAL RESPONSE OF A FINITE PILE IN HOMOGENEOUS SOIL
LIU Dong-jia, WANG Jian-guo
2003, 20(6): 160-165.
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CONTRASTIVE STUDY OF EQUIVALENT TRANSFORM FROM IRREGULAR DYNAMIC STRESS BASED ON PEAK VALUES AND EXTREMA
TIAN Jing-yuan, LIU Han-long, Chen Ai-jun
2003, 20(6): 166-170.
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DYNAMIC-LOAD COEFFICIENT OF SIMPLY-SUPPORTED BEAM STRUCK BY A PENDULUM
FANG Lu-peng, WANG Zhong-bao, FU Dong-hui, ZHAO Zhi-gang
2003, 20(6): 171-175.
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PREDICTION OF STRUCTURAL DAMAGE BY THE WAVELET-BASED NEURAL NETWORK
JU Yan-zhong, YAN Gui-ping, CHEN Jian-bin, CHEN Jing-yan, CHEN Jian-hua
2003, 20(6): 176-181.
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DIRECT AND INVERSE FORMULATION METHODS AND THEIR ALGORITHMIC PROGRAMS FOR BACK ANALYSIS OF MEASURED DISPLACEMENTS
WU Li-jun, LIU Ying-xi, HAN Guo-cheng, ZHONG Shi-zhen, LI Yi-kai
2003, 20(6): 182-186.
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ANALYTICAL SOLUTION FOR AXIAL SYMMETRIC PROBLEMS OF TRANSVERSELY ISOTROPIC FOUNDATION UNDER SEVERAL COMMON LOADS
DUN Zhi-lin, LIU Gan-bin
2003, 20(6): 187-194,.
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THE LOAD-BEARING CAPACITY OF AXIALLY LOADED CIRCULAR STEEL TUBULAR COLUMNS FILLED WITH STEEL-REINFORCED HIGH-STRENGTH CONCRETE
WANG Qing-xiang, ZHAO Da-zhou, GUAN Ping
2003, 20(6): 195-201.
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MODIFIED DUAL NONLINEAR ANALYSIS OF SPACE STEEL FRAME STRUCTURES
ZHENG Ting-yin, ZHAO Hui-lin
2003, 20(6): 202-208,.
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