1000-6869
2004 Issue 5
Experimental study on seismic behavior of fiber-reinforced high strength unbonded prestressed concrete frames with wide beam
chen ya liang ; zheng jian zuo
chen ya liang ; zheng jian zuo
..............page:29-34
Experimental research on seismic behavior of concrete column with spatial steel frame subjected to low cyclic reversed load
tang xing rong ; liu wei qing ; qian zuo ji
tang xing rong ; liu wei qing ; qian zuo ji
..............page:22-28
Test and analysis of responses of hangar of capital airport under multiple excitations
liu xian ming ; ye ji hong ; li ai qun ; shen shun gao ; huang zhen ; zhou qing
liu xian ming ; ye ji hong ; li ai qun ; shen shun gao ; huang zhen ; zhou qing
..............page:17-21,42
Shaking table test and numerical analysis of a complex short- length shear wall-tube building structure with large openings in elevation
zhou ying ; lv xi lin ; lu wen sheng
zhou ying ; lv xi lin ; lu wen sheng
..............page:10-16
Earthquake damages and design concepts of structures with vertical discontinuous shear walls
xu pei fu ; wang cui kun ; xiao cong zhen
xu pei fu ; wang cui kun ; xiao cong zhen
..............page:1-9
Experimental study on seismic restoring performance of reinforced concrete shear walls
li hong nan ; li bing
li hong nan ; li bing
..............page:35-42
Wind tunnel test and numerical simulation of mean wind loads on roof of Shanghai South Railway Station
gu ming ; huang peng ; yang wei ; wang da sui ; zhou jian long
gu ming ; huang peng ; yang wei ; wang da sui ; zhou jian long
..............page:43-47,54
Simplified evaluation of across-wind dynamic responses of rectangular tall buildings
liang shu guo ; xia fa bao ; zou liang hao ; li hui min
liang shu guo ; xia fa bao ; zou liang hao ; li hui min
..............page:48-54
Experimental study on prestressed orthogonal square pyramid composite space truss
han qing hua ; ai jun ; pei bo ; zuo ke wei ; liu xing ye
han qing hua ; ai jun ; pei bo ; zuo ke wei ; liu xing ye
..............page:55-59
Research on theory and site test of new-type construction technology for truss string structure
liu kai ; gao wei cheng ; liu zong ren
liu kai ; gao wei cheng ; liu zong ren
..............page:60-65,91
Study on static behavior of composite Vierendeel beam
huang yong ; ma ke jian ; chen bo
huang yong ; ma ke jian ; chen bo
..............page:66-70,104
The study of ultimate bearing capacity of overlapped CHS K-joints
shu xing ping ; zhu shao ning ; zhu zheng rong
shu xing ping ; zhu shao ning ; zhu zheng rong
..............page:71-77
Experimental study of tubular voided flat plate floor
cheng wen ; jiang han ; gao zhong xue ; huang xiao zuo ; wu jing ping ; li shao bo
cheng wen ; jiang han ; gao zhong xue ; huang xiao zuo ; wu jing ping ; li shao bo
..............page:78-84
A simplified plastoelastic analysis of reinforced concrete columns subjected to biaxial bending
qiu fa wei ; liu zhong tian ; sun xian chun ; zhang yu feng ; du wen bo ; li wen feng
qiu fa wei ; liu zhong tian ; sun xian chun ; zhang yu feng ; du wen bo ; li wen feng
..............page:85-91
Experimental study on low-cycle behavior of corroded reinforced concrete member under eccentric compression
gong jin zuo ; zhong wei qiu ; zhao guo fan
gong jin zuo ; zhong wei qiu ; zhao guo fan
..............page:92-97,104
The shear behavior of corroded simply supported reinforced concrete beam
xu shan hua ; niu zuo tao
xu shan hua ; niu zuo tao
..............page:98-104
Experimental study on corrosion fatigue of RC beams
wang hai chao ; gong jin zuo ; song yuan cheng
wang hai chao ; gong jin zuo ; song yuan cheng
..............page:105-110,123
Experimental research on bonding shear property of old concrete damaged in freeze-thaw environment to young concrete
li ping xian ; zhao guo fan ; zhang lei shun
li ping xian ; zhao guo fan ; zhang lei shun
..............page:111-117
Study of the masonry shear strength under shear-compression action
cai yong ; shi chu xian ; ma chao lin ; bao tai
cai yong ; shi chu xian ; ma chao lin ; bao tai
..............page:118-123
Experimental comparison study on behavior of three and four-element composite foundation
zhou de quan ; liu hong li ; zhang ke neng
zhou de quan ; liu hong li ; zhang ke neng
..............page:124-封三