1008-1933
2003 Issue 3
jie gou lie feng kong zhi yu shen lou fang zhi
wang kong fan ; xu qing feng ; zhu lei
wang kong fan ; xu qing feng ; zhu lei
..............page:46-47
Analysis and calculation of flexural strength of RC members strengthened with prestressed CFRP sheets
fei wei ; jiang shi yong ; peng fei fei ; chen zheng ping ; li qing feng ; chen long
fei wei ; jiang shi yong ; peng fei fei ; chen zheng ping ; li qing feng ; chen long
..............page:42-45
Comparison of two alternatives for structure durability calculation
wang jian ; liu xi la
wang jian ; liu xi la
..............page:39-41,63
Experimental study and theoretical analysis of shear strength of corroded R.C.members
tian rui hua ; yan gui yun ; sun bing zuo
tian rui hua ; yan gui yun ; sun bing zuo
..............page:36-38
..............page:33-35
gao ceng jian zhu gang jie gou de te dian ji qi zai wo guo de fa zhan yu zhan wang
jiang yun lin ; xiong meng
jiang yun lin ; xiong meng
..............page:31-32,53
Summarizing of plane crisscross joint test
xu xiao yang ; ma hong wei ; zhang xing hu
xu xiao yang ; ma hong wei ; zhang xing hu
..............page:28-30
The structure design of hafe circle ladder classroom for a college
jia hui ; jiang li xia ; chang jun wen
jia hui ; jiang li xia ; chang jun wen
..............page:25-27
Choice of structural styles for tall building based on L-M algorithm of artificial neural network
zheng hao ; wang quan feng
zheng hao ; wang quan feng
..............page:22-24
Mode shapes and wind-induced response analysis for a partially double layer elliptic shell
lin yi wen
lin yi wen
..............page:18-21
The properties of the SRC column with steel circle pipe under loading
lin yong jun ; li jie ; cheng wen
lin yong jun ; li jie ; cheng wen
..............page:16-17,30
Experimental research on damping ratio of reinforced concrete
shi jian jun ; hu shao quan ; ke guo jun ; guo chang qing ; chen zhen fu ; sun de lun ; chen jun jie
shi jian jun ; hu shao quan ; ke guo jun ; guo chang qing ; chen zhen fu ; sun de lun ; chen jun jie
..............page:14-15
MTMD design models and the optimum design parameters for the vibration control of structures
li chun xiang ; xiong xue yu
li chun xiang ; xiong xue yu
..............page:8-13
Qualitative discussion on several basic problems of stability nalysis of large-span structure
he zhi jun ; ding jie min
he zhi jun ; ding jie min
..............page:5-7
An overall research on the embedded-style Intelligent Bridge Structure(Ⅱ)--scheme programming of self-sensitive monitoring sub-system and self-diagnosis sub-system
dan dan hui ; he guang han
dan dan hui ; he guang han
..............page:1-4
guan yu duo ceng qi ti jie gou xue sheng gong yu jia ceng kuo jian she ji de tan tao
dai su juan ; liu yan ; zhou wei
dai su juan ; liu yan ; zhou wei
..............page:48-49
..............page:50-53
Test of a new type of prestressed joint in underpin
li tie qiang ; wu yun ; yu zuo
li tie qiang ; wu yun ; yu zuo
..............page:54-56
Testing study and numerical analysis on RC repaired beam
deng wei ; liu ying ming ; xie hui cai ; liu jin wei ; zhao xiao hua
deng wei ; liu ying ming ; xie hui cai ; liu jin wei ; zhao xiao hua
..............page:57-59
Load capacity of resisting bend of concrete beams strengthened with prestressed CFRP sheets when it is not uninstalled
peng fei fei ; jiang shi yong ; fei wei
peng fei fei ; jiang shi yong ; fei wei
..............page:60-63
..............page:64-65
zhuan hun jie gou shi gong zhong qiang ti lie feng de tan tao
wang zhi min ; liu xiao juan ; li hua qiang
wang zhi min ; liu xiao juan ; li hua qiang
..............page:66-67
Analysis of cracks tested in transfer floor beams of a building
he ai yong ; chen gao zhan ; jiang shi yong ; sun ming
he ai yong ; chen gao zhan ; jiang shi yong ; sun ming
..............page:68-70
Reliability calibration analysis of the technical specification for strengthening of steel structures
li dian qing ; tang wen yong ; zhang sheng kun
li dian qing ; tang wen yong ; zhang sheng kun
..............page:71-73
Dynamic finite element model and analysis for steel-sticked reinforced concrete beam
lei kai gui ; deng zi chen ; chen shun xiang
lei kai gui ; deng zi chen ; chen shun xiang
..............page:74-76
mou xiao xue zong he lou lou mian liang de jia gu she ji
fan tao ; dong tian song
fan tao ; dong tian song
..............page:77-78
gong ye chang fang lie feng shi gu ji chu li
hu xiao lian
hu xiao lian
..............page:79-79,82
Settlement analysis of the foundation with vertical drains by two-dimension FEM (Ⅰ)--transformation of axisymmetric vertical drains into plain vertical drains
chen jian feng ; qin jian qing ; shi zhen ming ; shen ming rong
chen jian feng ; qin jian qing ; shi zhen ming ; shen ming rong
..............page:80-82
da dun wei jing ya yu zhi zhuang zai ruan tu di ji zhong de gong cheng ying yong
cai zhi yong ; wu hai ning ; tan xu dong
cai zhi yong ; wu hai ning ; tan xu dong
..............page:83-84
The nonlinear analysis of FEM on axial nail forces under piled bridge abutment
zhang fan ; cao zhen ; huang li
zhang fan ; cao zhen ; huang li
..............page:85-88
a mo lei si di ping shi gong ji shu zai chao shi zhong de ying yong
sun xiao hui ; wang lei ; xu xiao ; hao wen xiu
sun xiao hui ; wang lei ; xu xiao ; hao wen xiu
..............page:89-89,97
The research of withdrawal resistance of soil nailing
he ying cheng ; shao xiao hong ; zhang xiao peng ; zhao hui min
he ying cheng ; shao xiao hong ; zhang xiao peng ; zhao hui min
..............page:90-92
su zhou xin qu 7 hao chang fang di ji ya mi zhu jiang shi gong jian ce
zhang hong lan ; zheng chuan ming
zhang hong lan ; zheng chuan ming
..............page:93-94
Reliability analysis of bearing capacity on composite subgrade
chen yi yuan ; he si ming
chen yi yuan ; he si ming
..............page:95-97
..............page:98-100,120
A method for the heat transfer calculation of thick-and-heavy envelope
zuo zeng feng ; liu jia ping
zuo zeng feng ; liu jia ping
..............page:101-103
shao jie ye yan duo kong zhuan ying li fen xi yu zhuan xing xuan ze
qin shi hong ; liu xiao qin ; luo wan kang
qin shi hong ; liu xiao qin ; luo wan kang
..............page:104-106
The SFRC flexural strength based on steel fiber slip resistance
yang yan ke ; pan shao wei
yang yan ke ; pan shao wei
..............page:107-109
The experimental exploration of CFRP′s electric and thermal quality
yang wei ; cheng hua
yang wei ; cheng hua
..............page:110-111
Misty mathematics applied in the evaluation of applicability function for the building
kong jun ; zhao lei ; fu ri rong
kong jun ; zhao lei ; fu ri rong
..............page:112-113
Probing into the bearing capacity of П shape scaffold
xiang chang kui
xiang chang kui
..............page:114-116
qian lun ju zhu qu jing tai jiao tong wen ti
geng hua min
geng hua min
..............page:117-118
cheng shi jing ying de jia zhi mu biao
zheng qi ying
zheng qi ying
..............page:119-120
zhu zhai zhi yin shui she ji tan tao
wang zhi fei
wang zhi fei
..............page:121-122
kong jian yun dong -- po mian gou si
yang ling ; zhang ming
yang ling ; zhang ming
..............page:123-125
..............page:126-127