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Engineering Mechanics
1000-4750
2003 Issue 6
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
..............page:176-181
DIRECT AND INVERSE FORMULATION METHODS AND THEIR ALGORITHMIC PROGRAMS FOR BACK ANALYSIS OF MEASURED DISPLACEMENTS
wu li jun ; liu ying zuo ; han guo cheng ; zhong shi zhen ; li yi kai
..............page:182-186
MODIFIED DUAL NONLINEAR ANALYSIS OF SPACE STEEL FRAME STRUCTURES
zheng ting yin ; zhao hui zuo
..............page:202-208,148
ELEMENT-FREE GALERKIN METHOD WITH WAVELET BASIS FUNCTION AND ITS APPLICATION IN ENGINEERING
zhou rui zhong ; zhou xiao ping ; zuo yuan bing
..............page:70-74
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
..............page:34-38
A NEW MESHLESS METHOD
gao zheng guo ; liu guang ting
..............page:28-33
CONSTRUCTION OF QUADRILATERAL MEMBRANE ELEMENTS WITH DRILLING DOF USING AREA COORDINATE METHOD
chen xiao ming ; long yu qiu ; xu yin
..............page:6-11
DYNAMIC RESPONSE OF IDEAL FLUID LAYER OVERLYING ELASTIC HALF-SPACE DUE TO P-WAVE INCIDENCE
wang jin ting ; jin feng ; zhang chu han
..............page:12-17
DYNAMIC-LOAD COEFFICIENT OF SIMPLY-SUPPORTED BEAM STRUCK BY A PENDULUM
fang lu peng ; wang zhong bao ; fu dong hui ; zhao zhi gang
..............page:171-175
CONTRASTIVE STUDY OF EQUIVALENT TRANSFORM FROM IRREGULAR DYNAMIC STRESS BASED ON PEAK VALUES AND EXTREMA
tian jing yuan ; liu han long ; chen ai jun
..............page:166-170
TRANSIENT LATERAL RESPONSE OF A FINITE PILE IN HOMOGENEOUS SOIL
liu dong jia ; wang jian guo
..............page:160-165
EXPERIMENTAL STUDY OF STRESS-STAIN RELATION OF ECCENTRICALLY-LOADED CONCRETE-FILLED STEEL TUBULAR COLUMNS
chen bao chun ; wang lai yong ; ou zhi zuo ; han lin hai
..............page:154-159
ON INITIAL POINT SELECTION OF THE CONTINUED-PROPULSION SOFT-LANDING TRAJECTORIES OF LUNAR PROBES
wang ; li jun feng ; cui nai gang ; liu zuo
..............page:145-148
ON PARTIAL FACTORS OF LIMIT BEARING CAPACITY OF PRECAST PILE IN SHANGHAI CODE
zhao chun feng ; xu chao ; zuo jun fa ; gao da zuo
..............page:141-144,98
NUMERICAL SIMULATION OF WIND PRESSURES ON A LOW-RISE BUILDING COMPLEX WITH GABLE ROOFS
wang hui ; chen shui fu ; tang jin chun
..............page:135-140,64
WAVERIDER CONFIGURATION DESIGN AND FOREBODY COMPRESSIBILITY ANALYSIS
liu jia ; wang fa min
..............page:130-134
A STUDY OF BIFURCATION OF THE COMPRESSIVE-ROTATING DRILLSTRING IN VERTICAL WELL SECTION
fan mu hui ; jiao yong shu ; wang lei
..............page:127-129,126
STABILITY DESIGN OF AXIALLY COMPRESSED THIN STEEL CYLINDRICAL SHELLS
zhao yang ; zuo jin guang
..............page:116-126
FUZZY FINITE ELEMENT METHOD BASED ON FUZZY COEFFICIENT PROGRAMMING
li hai bin ; huang hong zhong ; sun zhan quan
..............page:111-115,27
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
..............page:106-110
EXPERIMENTAL STUDY OF A PRESTRESSED TROUGH BRIDGE FOR HIGH SPEED RAILWAY
xia he ; zhang zuo ; zhang hong ru ;de roeck guido
..............page:99-105
FORM-FINDING METHOD OF OBJECTIVE LOCATION FOR LARGE SPAN SUSPENDED CABLE STRUCTURES
wang hong ; guo yan lin ; ren ge xue
..............page:93-98
TRAIN RUNABILITY OF THE SCHEMED BEIJING-SHANGHAI HIGH-SPEED RAILWAY ON THE NANJING YANGTZE-RIVER BRIDGE
li xiao zhen ; cai zuo ; qiang shi zhong
..............page:86-92,22
ANALYSIS OF THE UNSTRESSED LENGTH OF CATENARY WITH KNOWN STRESSED LENGTH OR END TENSION FORCE
nie jian guo ; chen bi lei ; xiao jian chun
..............page:81-85