1000-131X
2002 Issue 5
STUDY ON APPLYING OF VALUE ENGINEERING TO FOUNDATION
yang ying xiao ; zhu xiang rong
yang ying xiao ; zhu xiang rong
..............page:105-110
EXPERIMFENTAL STUDY ON BEARING CAPACITY OF SINGLE PILE WTTH EXPANDED BRANCHES AND PLATES
yang zhi long ; gu xiao lu ; zhang guo liang
yang zhi long ; gu xiao lu ; zhang guo liang
..............page:100-104
STUDY ON THE SETTLEMENTS INDUCED BY PUMPING CONFINED WATER IN SUBWAY STATION ON DONCHANG ROAD IN SHANGHAI
zuo ji li ; liu guo bin ; zhang jian feng
zuo ji li ; liu guo bin ; zhang jian feng
..............page:93-99
MIDDLE-THICK BENDING PLATES ON TWO-PARAMETER FLASTIC FOUNDATION BY FINITE ELEMENT METHOD OF LINES
li yong biao ; zhang de cheng
li yong biao ; zhang de cheng
..............page:87-92
RESEARCH ON THE MECHANISM OF LOAD TRANSFER FOR CEMENT-SOIL PILE
zheng gang ; jiang xin liang ; gu xiao lu
zheng gang ; jiang xin liang ; gu xiao lu
..............page:82-86
A DESIGN METHOD FOR DJM PILE COMPOSITE GROUND COMBINED WITH BOTH LONG AND SHORT PILES
chen shan xiong
chen shan xiong
..............page:79-81
A LARGE-SCALE SHEAR TEST FOR GRAVEL PILES AND ITS COMPOSITE FOUNDATION
wang sheng yuan ; zhang ying chun ; guan jin he
wang sheng yuan ; zhang ying chun ; guan jin he
..............page:75-78
MODULUS FORMULA FOR FOUNDATION SOIL UNDER LATERAL UNLOADING DURING EXCAVATION
li shou de ; zhang tu qiao ; wang bao tian ; lu zhi fa
li shou de ; zhang tu qiao ; wang bao tian ; lu zhi fa
..............page:70-74
PARAMETRIC VIBRATION OF THE CABLE IN CABLE- STAYED BRIDGE
wang zhi gang ; sun bing zuo
wang zhi gang ; sun bing zuo
..............page:28-33
FAILURE MODE AND MOMENT-ROTATION RELATIONSHIP FOR END-PLATE BEAM-COLUMN CONNECTIONS
guo bing ; liu feng ; gu qiang
guo bing ; liu feng ; gu qiang
..............page:24-27
THE SIMULATION OF CURVED SURFACE AND GENERATION OF GEODESIC LINES IN CUTTING PATTERN FOR MEMBRANE STRUCTURES
ma ming ; lan tian
ma ming ; lan tian
..............page:20-23
THE EFFECTS OF HIGH TEMPERATURE ON COMPRESSIVE STRENGTH OF CONCRETE
yan ji hong ; lin zhi shen ; hu yun chang
yan ji hong ; lin zhi shen ; hu yun chang
..............page:17-19
THE OPTIMAL PROBABILISTTC DISTRIBUTION FOR EXTREME WIND SPEED
duan zhong dong ; ou jin ping ; zhou dao cheng
duan zhong dong ; ou jin ping ; zhou dao cheng
..............page:11-16
LAM1T CAPACITY OF I-SECTION BEAM-COLUMNS WITH DAMAGE UNDER CYCLIC ACTION
zheng hong ; gu qiang
zheng hong ; gu qiang
..............page:7-10
STRENGTH CRITERION OF CONCRETE CONSIDERING EFFECTS OF STRESS SPHERICAL TENSOR HISTORY
lin gao ; wang zhe
lin gao ; wang zhe
..............page:1-6
ANALYSIS OF ARCHED RETAINING STRUCTUREIN DEEP FOUNDATION PITS BASED ON ARCH-BEAM METHOD
zhang tu qiao ; zhang yi ping ; gong xiao nan
zhang tu qiao ; zhang yi ping ; gong xiao nan
..............page:64-69
DETERMINATION FOR EFFECTIVE RATIO OF RESISTANCE TO OVERTURN BURIED CYLINDER
liu jian qi ; pei ying jie ; ding nai qing
liu jian qi ; pei ying jie ; ding nai qing
..............page:57-63
DESIGN AND STUDY ON SHENZHEN RAINBOW BRIDGE
li yong ; nie jian guo ; chen yi yan ; chen bao chun
li yong ; nie jian guo ; chen yi yan ; chen bao chun
..............page:52-56
MINIMUM QUANTTY OF CONFINING LATERAL REINFORCEMENT IN THE POrFJTIAL PLASTIC HINGE RFGIONS OF DUCrILFE BRIDGE PIERS
zhuo wei dong ; fan li chu
zhuo wei dong ; fan li chu
..............page:47-51
THREE-DIMENSIONAL NONLINEAR FLUTTER ANALYSIS OF LONC-SPAN SUSPENSION BRIDGES
zhang xin jun ; xiang hai fan ; chen ai rong
zhang xin jun ; xiang hai fan ; chen ai rong
..............page:42-46
A NEW METHOD FOR MEASURING FLUTTER SELF-EXCTTED FORCES OF LONG-SPAN BRHDGES
chen zheng qing ; yu xiang dong
chen zheng qing ; yu xiang dong
..............page:34-41