1002-848X
2009 Issue 3
Structural design of Huzhou power project by incinerating refuse
gao zongrui; tang xiaojun; zhu dan(china aeronautical project & design institute; beijing 100011; china)
gao zongrui; tang xiaojun; zhu dan(china aeronautical project & design institute; beijing 100011; china)
..............page:69-71
Case investigation of 5·12 earthquake damages in the province of Shaanxi
wang min~1; zeng fansheng~1; su haitao~1; xie donghui~2(1 chinese northwest building design & research institute co.; ltd.; xi an 710003; china; 2 shaanxi tv station; xi an 710003; china)
wang min~1; zeng fansheng~1; su haitao~1; xie donghui~2(1 chinese northwest building design & research institute co.; ltd.; xi an 710003; china; 2 shaanxi tv station; xi an 710003; china)
..............page:57-60
A simplified foundation loading system to study post-construction settlement of multi-storey buildings
wang fei; miao linchang(institute of geotechnical engineering of southeast university; nanjing 210096; china)
wang fei; miao linchang(institute of geotechnical engineering of southeast university; nanjing 210096; china)
..............page:72-75,98
Elasto-plastic analysis and shaking table test of a multi-tower tall building
li yongshuang~1; xu ziguo~1; cao jinzhe~1; zhang hong~1; xiao congzhen~1; luo wei~2(1 china academy of building research; beijing 100013; china; 2 guangzhou tianjian real estate development co.; ltd.; guangzhou 510632; china)
li yongshuang~1; xu ziguo~1; cao jinzhe~1; zhang hong~1; xiao congzhen~1; luo wei~2(1 china academy of building research; beijing 100013; china; 2 guangzhou tianjian real estate development co.; ltd.; guangzhou 510632; china)
..............page:47-50,91
Seismic design of a shear wall structure supported by frame with T shape plane
zhang wei(hong kong huayi design & consultant co.; ltd.; shenzhen 518031; china)
zhang wei(hong kong huayi design & consultant co.; ltd.; shenzhen 518031; china)
..............page:43-46
Seismic response of electric power buildings under multiple-dimensional earthquake action
wen bo~(1; 2); hou congxia~3; niu ditao~1; zhao peng~4(1 xi an university of architecture & technology; xi an 710055; china; 2 shaanxi electric power design institute; xi an 710054; china; 3 shijiazhuang vocational technology institute; shijiazhuang 050081; china; 4 shaanxi construction department; xi an 710004; china)
wen bo~(1; 2); hou congxia~3; niu ditao~1; zhao peng~4(1 xi an university of architecture & technology; xi an 710055; china; 2 shaanxi electric power design institute; xi an 710054; china; 3 shijiazhuang vocational technology institute; shijiazhuang 050081; china; 4 shaanxi construction department; xi an 710004; china)
..............page:54-56,94
Research on attrition loss of prestress wire with space curve
su jun~1; dou jun~1; you xiaoyue~2(1 department of civil engineering of hubei university of technology; wuhan 430068; china; 2 project department of dongnan; zhongtie geophysical prospecting reconnaissance co.; ltd.; quanzhou 362005; china)
su jun~1; dou jun~1; you xiaoyue~2(1 department of civil engineering of hubei university of technology; wuhan 430068; china; 2 project department of dongnan; zhongtie geophysical prospecting reconnaissance co.; ltd.; quanzhou 362005; china)
..............page:34-36
Mathematic solution of symmetric parallel-haunched beams under uniform load
xu zhongren(rbs architectural engineering design associates; guangzhou 510170; china)
xu zhongren(rbs architectural engineering design associates; guangzhou 510170; china)
..............page:17-20
Structural design of the library of Renai college in Tianjin university
xu lin; sun hongbo; wang xin; huo wenying(china architecture design and research group; beijing 100044; china)
xu lin; sun hongbo; wang xin; huo wenying(china architecture design and research group; beijing 100044; china)
..............page:65-68
Structural design of light railway station supported by tree-shaped colonnade with long cantilever
li songbai; zhou minhui; li yusheng; zhai zhenfeng(the architecture design and research institute of guangdong province; guangzhou 510010; china)
li songbai; zhou minhui; li yusheng; zhai zhenfeng(the architecture design and research institute of guangdong province; guangzhou 510010; china)
..............page:61-64,117
Mechanics calculation and analysis of L-shaped reinforced concrete plates
cao lang; bian zhaoming(college of civil engineering; hehai university; nanjing 210098; china)
cao lang; bian zhaoming(college of civil engineering; hehai university; nanjing 210098; china)
..............page:7-10
Some noteworthy problems in design of prestressed concrete structures in an underground natatorium in Harbin
qi yue; wang ying; zheng wenzhong(school of civil engineering; harbin institute of technology; harbin 150090; china)
qi yue; wang ying; zheng wenzhong(school of civil engineering; harbin institute of technology; harbin 150090; china)
..............page:21-24
..............page:106
Experimental research on concrete short circular columns strengthened with the combination of CFRP and increasing section
zhang leishun; bao jindou(zhengzhou university; zhengzhou 450002; china)
zhang leishun; bao jindou(zhengzhou university; zhengzhou 450002; china)
..............page:92-94
Experimental study on fatigue performance of corroded RC beams strengthened with AFRP sheets
deng zongcai; zhang lianpu; zhang pengfei; lin hefei(college of architecture and civil engineering; beijing university of technology; beijing 100124; china)
deng zongcai; zhang lianpu; zhang pengfei; lin hefei(college of architecture and civil engineering; beijing university of technology; beijing 100124; china)
..............page:99-102
Direct design method of under-column independent foundation
li jiuhong; zhang weihong(zhongzhou university; zhengzhou 450044; china)
li jiuhong; zhang weihong(zhongzhou university; zhengzhou 450044; china)
..............page:85-87
Discussion on the method for calculating crack width of partial prestressed concrete beams
yu qi; meng shaoping(key laboratory of rc & pc structures of ministry of education; southeast university; nanjing 210096; china)
yu qi; meng shaoping(key laboratory of rc & pc structures of ministry of education; southeast university; nanjing 210096; china)
..............page:31-33
..............page:46
Test study of wind loading on a tall building
gu ming; li gang; huang peng; zhou xuanyi(state key laboratory of disaster reduction in civil engineering; tongji university; shanghai 200092; china)
gu ming; li gang; huang peng; zhou xuanyi(state key laboratory of disaster reduction in civil engineering; tongji university; shanghai 200092; china)
..............page:113-115,98
Study on the flexure behavior of rectangular section timber beams and that strengthened with CFRP sheets
gao benli~(1; 2); zhang min~1; jiang jianbiao~1; yang liangrong~1(1 r&d center of beijing texida technology group; nanjing 210088; china; 2 jiangsu research institute of building science; nanjing 210008; china)
gao benli~(1; 2); zhang min~1; jiang jianbiao~1; yang liangrong~1(1 r&d center of beijing texida technology group; nanjing 210088; china; 2 jiangsu research institute of building science; nanjing 210008; china)
..............page:107-109,94
Analysis and numerical calculations of stability on Pingyao ancient city wall
zhang wenge; xi xiangdong(central research institute of building and construction under mcc group; beijing 100088; china)
zhang wenge; xi xiangdong(central research institute of building and construction under mcc group; beijing 100088; china)
..............page:110-112
..............page:2
Experimental study on RC columns of L shaped section under cyclic load
diao bo; luo youxin; gao changzhong; li hao(department of civil engineering; beihang university; beijing 100083; china)
diao bo; luo youxin; gao changzhong; li hao(department of civil engineering; beihang university; beijing 100083; china)
..............page:1-4,20
Shear retention factor for reinforced concrete FEA and digital experiment
zuo xiaoming~1; ye xianguo~2; yang qilong~3(1 china ippr international engineering corporation; beijing 100089; china; 2 hefei university of technology; hefei 230009; china; 3 northwest institute of mechanical & electrical engineering; xianyang 712099; china)
zuo xiaoming~1; ye xianguo~2; yang qilong~3(1 china ippr international engineering corporation; beijing 100089; china; 2 hefei university of technology; hefei 230009; china; 3 northwest institute of mechanical & electrical engineering; xianyang 712099; china)
..............page:14-16,33
Design of beams without slab restricted on both sides and columns beyond several floors for the floor side partial opening of tall building
zhang jingshu~1; duan huijing~1; mo yong~2; wang erchang~2; zhou li~1; ma zhimin~1(1 college of civil engineering and mechanics; lanzhou university; lanzhou 730000; china; 2 gansu province construction science and technology committee of experts; lanzhou 730000; china)
zhang jingshu~1; duan huijing~1; mo yong~2; wang erchang~2; zhou li~1; ma zhimin~1(1 college of civil engineering and mechanics; lanzhou university; lanzhou 730000; china; 2 gansu province construction science and technology committee of experts; lanzhou 730000; china)
..............page:5-6,10
Analysis of prestressing action caused by the combination form of line and parabola
rong weisheng(institute of earthquake engineering; china academy of building research; beijing 100013; china)
rong weisheng(institute of earthquake engineering; china academy of building research; beijing 100013; china)
..............page:28-30,60
Study on calculating formula of mid-span deformation of concrete continuous beams strengthened with GFRP bars
qi ai; wu zhiming(college of civil engineering; fuzhou university; fuzhou 350002; china)
qi ai; wu zhiming(college of civil engineering; fuzhou university; fuzhou 350002; china)
..............page:11-13,36
Calculation of prestressing loss of circular concrete pools by batched tension process
zhang changxu~1; zhang wei~2(1 shaanxi building scientific research institute; xi an 710082; china; 2 shaanxi provincial institute for the design & conservation of ancient architecture; xi an 710061; china)
zhang changxu~1; zhang wei~2(1 shaanxi building scientific research institute; xi an 710082; china; 2 shaanxi provincial institute for the design & conservation of ancient architecture; xi an 710061; china)
..............page:25-27,24
Experimental study on poplar LVL columns strengthened with CFRP sheet hoops
li shihong~1; gao benli~2; li jiaqing~2(1 southeast university; nanjing 210093; china; 2 jiangsu research institute of building science; nanjing 210008; china)
li shihong~1; gao benli~2; li jiaqing~2(1 southeast university; nanjing 210093; china; 2 jiangsu research institute of building science; nanjing 210008; china)
..............page:103-106
Research on reinforcing frame columns in concrete structures by outer section replacement with high strength materials
pan li(institute of building structures; china academy of building research; beijing 100013; china)
pan li(institute of building structures; china academy of building research; beijing 100013; china)
..............page:88-91
Regression and analysis of mechanism of pull-out post-anchored method to check concrete strength
cui shiqi; shi lei; wang jinshan; kong xuwen(structure institute of shandong provincial academy of building research; jinan 250031; china)
cui shiqi; shi lei; wang jinshan; kong xuwen(structure institute of shandong provincial academy of building research; jinan 250031; china)
..............page:95-98
Treatment of weak ground intercalated rigid layer by vibrating tubular CFG pile and its monitoring test
liu zhijie; wang houyu; liu qichuan(air force engineering design & research bureau; beijing 100068; china)
liu zhijie; wang houyu; liu qichuan(air force engineering design & research bureau; beijing 100068; china)
..............page:79-81,102
Buoyant resistant accident treatment of a subsiding square
zhong yang~1; chen kai~2; chen linhai~1; shen jiaren~3(1 yunnan architecture design institute; kunming 650041; china; 2 kunming construction consulting corporation; kunming 650021; china; 3 no.fourteen metallurgy construction prospecting design limited corporation yunnan; kunming 650017; china)
zhong yang~1; chen kai~2; chen linhai~1; shen jiaren~3(1 yunnan architecture design institute; kunming 650041; china; 2 kunming construction consulting corporation; kunming 650021; china; 3 no.fourteen metallurgy construction prospecting design limited corporation yunnan; kunming 650017; china)
..............page:82-84
Elastic buckling loads of shuttle tube steel columns with uniform cross section in the middle part under axial force
guo yanlin~1; lin bing~(1; 2)(1 department of civil engineering; tsinghua university; beijing 100084; china; 2 technical center of china state construction international co.; beijing 101300; china)
guo yanlin~1; lin bing~(1; 2)(1 department of civil engineering; tsinghua university; beijing 100084; china; 2 technical center of china state construction international co.; beijing 101300; china)
..............page:37-39,60
Structural design of a high-rise building beyond code limits
wang siqing; deng chao(hunan provincial architectural design institute; changsha 410011; china)
wang siqing; deng chao(hunan provincial architectural design institute; changsha 410011; china)
..............page:51-53,87
Test on deformation and reaction of large-area thick raft foundation under framed circular high-rise structure
di daohuai(china academy of building research; beijing 100013; china)
di daohuai(china academy of building research; beijing 100013; china)
..............page:76-78
zai ti zhuang gong cheng shi jian
zuo yue jun
zuo yue jun
..............page:116-117
..............page:112
..............page:78
Seismic design of beam-column four-angles connections for steel frames
liu changjiang~(1; 2); gu qiang~3(1 xi an university of architecture and technology; xi an 710055; china; 2 department of civil and architecture of weifang university; weifang 261061; china; 3 suzhou university of science and technology; suzhou 215011; china)
liu changjiang~(1; 2); gu qiang~3(1 xi an university of architecture and technology; xi an 710055; china; 2 department of civil and architecture of weifang university; weifang 261061; china; 3 suzhou university of science and technology; suzhou 215011; china)
..............page:40-42,68