1002-848X
2009 Issue 1
Multi-suspension-centers integral lifting technology for long-span steel roof and research of form and structure in lifting process
zheng jiang~1; hao jiping~1; wang hong~2; yang xiaoli~3(1 xi an university of architecture and technology; xi an 710055; china; 2 shenzhen jianshenghe steel structure construction company; shenzhen 518000; china; 3 china new era international engineering corporation; xi an 710054; china)
zheng jiang~1; hao jiping~1; wang hong~2; yang xiaoli~3(1 xi an university of architecture and technology; xi an 710055; china; 2 shenzhen jianshenghe steel structure construction company; shenzhen 518000; china; 3 china new era international engineering corporation; xi an 710054; china)
..............page:83-87
Study on the high performance polymer modified mortar for structural strengthening
peng bo~1; ge xuyao~1; shan yuanming~2(1 civil engineering college of hunan university; changsha 410082; china; 2 hunan goodbond construction technic development co.; ltd.; changsha 410205; china)
peng bo~1; ge xuyao~1; shan yuanming~2(1 civil engineering college of hunan university; changsha 410082; china; 2 hunan goodbond construction technic development co.; ltd.; changsha 410205; china)
..............page:102-104
Wind tunnel test research on model of China Maritime Museum
gu ming~1; sun wuyi~(1; 2); huang peng~1; zhou xuanyi~1; li yaming~3; zhou xiaofeng~3(1 state key laboratory for disaster reduction in civil engineering; tongji university; shanghai 200092; china; 2 school of engineering; china university of geosciences; wuhan 430074; china; 3 shanghai institute of architectural design and research co.; ltd.; shanghai 200041; china)
gu ming~1; sun wuyi~(1; 2); huang peng~1; zhou xuanyi~1; li yaming~3; zhou xiaofeng~3(1 state key laboratory for disaster reduction in civil engineering; tongji university; shanghai 200092; china; 2 school of engineering; china university of geosciences; wuhan 430074; china; 3 shanghai institute of architectural design and research co.; ltd.; shanghai 200041; china)
..............page:99-101,104
zai ti zhuang hang kuo de ying xiang fan wei yan jiu
li guang xin ; chou kai bin
li guang xin ; chou kai bin
..............page:115-116
..............page:117
..............page:116
zai pmcad ruan jian zhong ru he diao zheng di bu kuang jia - kang zhen qiang fang wu gang du bi
zhao bing ; wu feng ; zhang quan
zhao bing ; wu feng ; zhang quan
..............page:113-114,117
Stability analysis of long-span steel cable-stayed bridge
wu fangwen~1; zhao lei~2(1 chang an univ.; xi an 710064; china; 2 school of civil engineering; southwest jiaotong univ.; chengdu 610031; china)
wu fangwen~1; zhao lei~2(1 chang an univ.; xi an 710064; china; 2 school of civil engineering; southwest jiaotong univ.; chengdu 610031; china)
..............page:80-82,79
Design and research on multi-tower connecting structure of Hangzhou Citizen Center
zheng yimin; liu yongcan; sheng ronghui; ruan yonghui; lu yan; wang jianfeng(tongji university; shanghai 200092; china)
zheng yimin; liu yongcan; sheng ronghui; ruan yonghui; lu yan; wang jianfeng(tongji university; shanghai 200092; china)
..............page:54-58
Simulation calculation for penthouse of Wuhan railway station construction
ma hongrui~1; zhao pengfei~1; tang rongwei~1; pan guohua~2; tao yong~2; liao yubiao~1; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
ma hongrui~1; zhao pengfei~1; tang rongwei~1; pan guohua~2; tao yong~2; liao yubiao~1; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:31-33,61
Study on vibration comfort of long-span floor structure of Wuhan railway station under walk and jump excitation
yang sheng~1; qian jihong~1; zhao pengfei~1; tang rongwei~1; pan guohua~2tao yong~2; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
yang sheng~1; qian jihong~1; zhao pengfei~1; tang rongwei~1; pan guohua~2tao yong~2; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:28-30,50
Limit of height-width ratio of surrounding earth wall under earthquake
jiao chunjie; tao zhong; pan wen(kunming university of science & technology; kunming 650224; china)
jiao chunjie; tao zhong; pan wen(kunming university of science & technology; kunming 650224; china)
..............page:51-53
Bulking analysis for the complicated roof and supported structure of Wuhan railway station
du yixin~1; tang rongwei~1; zhao pengfei~1; xiao congzhen~1; pan guohua~2; tao yong~2; yang sheng~1; guo zhanyi~2; li yuelin~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
du yixin~1; tang rongwei~1; zhao pengfei~1; xiao congzhen~1; pan guohua~2; tao yong~2; yang sheng~1; guo zhanyi~2; li yuelin~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:5-7
Wind tunnel study of wind loading on the roof system of Wuhan railway station
chen kai~1; he lianhua~1; fu longbiao~1; pan guohua~2; tao yong~2; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design institute group co.; ltd.; wuhan 430063; china)
chen kai~1; he lianhua~1; fu longbiao~1; pan guohua~2; tao yong~2; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design institute group co.; ltd.; wuhan 430063; china)
..............page:16-19,15
Calculation of bearing capacity for multi-planar tubular joints in Wuhan railway station
tang rongwei~1; zhao pengfei~1; li yuelin~1; pan guohua~2; tao yong~2; yan feng~1; ma ming~1; du yixin~1; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
tang rongwei~1; zhao pengfei~1; li yuelin~1; pan guohua~2; tao yong~2; yan feng~1; ma ming~1; du yixin~1; bao hua~2; guo sheng~2; shi chenglin~2(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:8-10
..............page:118
Analysis of reason and controlling method in deformation cracks in basement RC wall in high-rise building
liu guoyong(institute of architecture design and research; chinese academy of sciences; beijing 100190; china)
liu guoyong(institute of architecture design and research; chinese academy of sciences; beijing 100190; china)
..............page:105-107
mou ren fang gong cheng jia gu she ji
chu ming jin ; sun zhi juan ; lv gang ; lei han min ; zhou xin gang
chu ming jin ; sun zhi juan ; lv gang ; lei han min ; zhou xin gang
..............page:111-112
Discussion on some questions in structural design of glass curtain wall and glazing roof
huang xiaokun(china academy of building research; beijing 100013; china)
huang xiaokun(china academy of building research; beijing 100013; china)
..............page:88-92
..............page:73-74
Optimum design of steel structure using a genetic algorithm and development of corresponding optimun design software
huang jizhuo~1; wang zhan~2; gong mingxiu~1(1 shantou university; shantou 515063; china; 2 south china university of technology; guangzhou 510641; china)
huang jizhuo~1; wang zhan~2; gong mingxiu~1(1 shantou university; shantou 515063; china; 2 south china university of technology; guangzhou 510641; china)
..............page:75-77,87
Shear capacity of connections of post-casted beams connected on existing concrete columns
zhang pei; pan jinglong(school of civil engineering; harbin institute of technology; harbin 150090; china)
zhang pei; pan jinglong(school of civil engineering; harbin institute of technology; harbin 150090; china)
..............page:108-110
Experimental study on flexural performance of steel fiber reinforced high strength concrete
jiao chujie; peng chunyuan; yang zuoyong; zhang wenhua(school of civil engineering; guangzhou university; guangzhou 510006; china)
jiao chujie; peng chunyuan; yang zuoyong; zhang wenhua(school of civil engineering; guangzhou university; guangzhou 510006; china)
..............page:66-68
Structural design of Beijing Jiarunyuan international community
xu lin; jia wenying; zhang jianyu; zhang shitong(china architecture design & research group; beijing 100044; china)
xu lin; jia wenying; zhang jianyu; zhang shitong(china architecture design & research group; beijing 100044; china)
..............page:59-61
Experiment and simulation analysis on dynamic property of RC silt hollow shear wall structure
jin huaiyin~1; li wenguang~1; xu shufang~2(1 tongji university; shanghai 200092; china; 2 xi an university of architecture and technology; xi an 710055; china)
jin huaiyin~1; li wenguang~1; xu shufang~2(1 tongji university; shanghai 200092; china; 2 xi an university of architecture and technology; xi an 710055; china)
..............page:38-40,112
Study on seismic behavior of SRC shear walls under high axial compression ratio
zhao zuozhou; liang zhiyuan; qian jiaru(key laboratory of structural eng.and vibration of china education ministry; tsinghua univ.; beijing 100084; china)
zhao zuozhou; liang zhiyuan; qian jiaru(key laboratory of structural eng.and vibration of china education ministry; tsinghua univ.; beijing 100084; china)
..............page:41-44
Dynamic interaction analysis of twin-towers high-rise building structure with enlarged base-foundation-soil system under earthquake
li zhan(china academy of building research; institute of foundation engineering; beijing 100013; china)
li zhan(china academy of building research; institute of foundation engineering; beijing 100013; china)
..............page:48-50
Study of vibration effect caused by high speed train in Wuhan railway station
yan feng~1; qian jihong~1; zhao pengfei~1; tang rongwei~2; pan guohua~2; tao yong~2; yang sheng~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
yan feng~1; qian jihong~1; zhao pengfei~1; tang rongwei~2; pan guohua~2; tao yong~2; yang sheng~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:25-27,58
Numerical simulation of high-speed-train-induced airflow in Wuhan railway station
he lianhua~1; fu longbiao~1; chen kai~1; qian jihong~1; guo zhanyi~2; zhao pengfei~1; tang rongwei~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
he lianhua~1; fu longbiao~1; chen kai~1; qian jihong~1; guo zhanyi~2; zhao pengfei~1; tang rongwei~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:23-24,53
..............page:123
Research on the complicated steel structure system of Wuhan railway station
zhao pengfei~1; pan guohua~2; tang rongwei~1; tao yong~2; qian jihong~1du yixin~1; yang sheng~1; li yuelin~1; guo zhanyi~2; song tao~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
zhao pengfei~1; pan guohua~2; tang rongwei~1; tao yong~2; qian jihong~1du yixin~1; yang sheng~1; li yuelin~1; guo zhanyi~2; song tao~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:1-4
..............page:92
Finite element calculation and analysis of a hot steel rolling plant basement
wang shuangjian; yuan wenbing; ning zhigang(beijing shougang design institute; beijing 100043; china)
wang shuangjian; yuan wenbing; ning zhigang(beijing shougang design institute; beijing 100043; china)
..............page:93-95,98
ye jin gong chang zhong ji gong zuo zhi gang diao che liang qian zai xiao ying deng xiao xi shu de qu zhi
yang jian ping
yang jian ping
..............page:78-79
Numerical simulation of mean wind pressure on roof and canopy of Wuhan railway station
he lianhua; chen kai; fu longbiao; qian jihong; tang rongwei(china academy of building research; beijing 100013; china)
he lianhua; chen kai; fu longbiao; qian jihong; tang rongwei(china academy of building research; beijing 100013; china)
..............page:20-22,15
Time-history analysis of Wuhan railway station under multi-support seismic excitation
liu feng~1; du yixin~1; zhao pengfei~1; pan guohua~2; tao yong~2; tang rongwei~1; yan feng~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
liu feng~1; du yixin~1; zhao pengfei~1; pan guohua~2; tao yong~2; tang rongwei~1; yan feng~1(1 china academy of building research; beijing 100013; china; 2 china railway siyuan survey and design group co.; ltd.; wuhan 430063; china)
..............page:11-15
Application of SDDC in wet-sinkable yellow soil area's project
yu zongwei; xu kui; zhang xiaowei(chang an university; xi an 710061; china)
yu zongwei; xu kui; zhang xiaowei(chang an university; xi an 710061; china)
..............page:96-98
Finite element analysis of RC pitched roof
zhang wei~1; liu jun~1; liang xingwen~2(1 hong kong huayi design & consultant co.; ltd.; shenzhen 518031; china; 2 xi an univ.of arch.and tech.; xi an 710055; china)
zhang wei~1; liu jun~1; liang xingwen~2(1 hong kong huayi design & consultant co.; ltd.; shenzhen 518031; china; 2 xi an univ.of arch.and tech.; xi an 710055; china)
..............page:62-65
Seismic shear strength of concrete hollow block masonry
liang jianguo~1; fang liang~(1; 2)(1 changsha univ.of science & technology; changsha 410076; china; 2 hunan agricultural univ.; changsha 410128; china)
liang jianguo~1; fang liang~(1; 2)(1 changsha univ.of science & technology; changsha 410076; china; 2 hunan agricultural univ.; changsha 410128; china)
..............page:45-47
Behavior of multiplanar circular hollow section joints with internal stiffeners
tong lewei~1; gu min~1; chen yiyi~1; sun jiandong~1; chen yangji~1; lin yingru~2; lin gao~2(1 college of civil engineering; tongji university; shanghai 200092; china; 2 shanghai institute of architectural design and research co.; ltd.; shanghai 200041; china)
tong lewei~1; gu min~1; chen yiyi~1; sun jiandong~1; chen yangji~1; lin yingru~2; lin gao~2(1 college of civil engineering; tongji university; shanghai 200092; china; 2 shanghai institute of architectural design and research co.; ltd.; shanghai 200041; china)
..............page:69-72,117
Earthquake response analysis of cable-strut-supported shell structure of Anhui University Gymnasium
ding jiemin~1; kong dandan~2; he zhijun~1(1 architectural design and research institute of tongji university; shanghai 200092; china; 2 college of civil engineering; hebei university of technology; tianjin 300132; china)
ding jiemin~1; kong dandan~2; he zhijun~1(1 architectural design and research institute of tongji university; shanghai 200092; china; 2 college of civil engineering; hebei university of technology; tianjin 300132; china)
..............page:34-37,68