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Building Structure
1002-848X
2008 Issue 3
Calculation Methods for Cracking Moments and Crack Width of Concrete Beams Prestressed with Bonded FRP Tendons
tan yuan; xue weichen; wang xiaohui(tongji university; shanghai 200092; china)
..............page:117-120
jian xun
..............page:129-130
Code Provisions for Structural Design Shall Ensure the Adequate Service Life of Buildings
chen zhaoyuan(dept.of civil engineering; tsinghua university; beijing 100084; china)
..............page:124-128,95
Structural Seismic Design and Analysis of Linking RC Slab in Tall-building
fu changsheng~1; liu chunming~2; li yongshuang~2; ying jun~1(1 shanghai chinafu structural design inc.; shanghai 200011; china; 2 civil king software technology co.; ltd.; beijing 100044; china)
..............page:106-110,37
Experimental Study on Seismic Performance of Buckling-restrained Brace Made of Q235 Hot-rolled Steel in China
gao xiangyu; du haiyan; zhang hui; liang feng(college of architecture and civil eng.; beijing university of technology; beijing 100022; china)
..............page:91-95
Measurement and Calculation on the Deformation of SRC Transferring Beams During the Whole Construction Process
li yurong~1; shen jin~2; sun bingnan~3; qiu tao~2(1 department of civil engineering; anhui university of science and technology; huainan 232001; china; 2 architectural design & research institute; zhejiang university; hangzhou 310027; china; 3 department of civil engineering; zhejiang university; hangzhou 310027; china)
..............page:48-51
Dynamic Analysis on Building with Transfer Steel Trusses Located at a Higher Level
liu jinsong~1; qiu tao~2; wang cuikun~3; liu junjin~3(1 architectural design and research institute; southeast university; nanjing 210096; china; (2 architectural) design and research institute; zhejiang university; hangzhou 310027; china; 3 institute of building structures; cabr; beijing 100013; china)
..............page:61-64
Experimental and Theoretical Analysis of Concrete-filled RHS Under Bi-axial Bending Moment
guo lanhui~(1; 2); zhang sumei~2; liu jiepeng~2(1 postdoctoral station of architectural design and research institute of hit; 2 school of civil engineering; harbin institute of technology; harbin 150090; china)
..............page:22-28
Mechanics Behavior of Concrete Filled CFRP-steel Tube Stub Columns Under Axial Compression
zhang changguang; zhao junhai; feng hongbo(school of civil engineering; chang an university; xi an 710061; china)
..............page:34-37
Study on Calculation Method of Steel Tube Confined Concrete-RC Ring Beam Joint
wei lian~1; wang zhiyuan~1; wang sen~1; xie jianbo~2; zhong zhenye~2; chen yangze~2(1 shanghai weilian structure design firm shenzhen office representive; shenzhen 518034; china; 2 guangzhou construction development design institute co.; ltd.; guangzhou 510000; china)
..............page:29-33
Nonlinear Finite Element Analysis of Semi-connected Corner Joint with Core Steel Tube in Concrete Filled Steel Tube
lu xianjun; wang yihong; fu min; guo zenghui(school of civil eng.; chang an university; xi an 710061; china)
..............page:38-41
Optimal Analysis of Seismic Performance for the Ping'an Finance Out-of-code High-rise Building
wang zhaobo~1; luo yongfeng~1; shen zuyan~1; chen chunhui~2(1 college of civil engineering; tongji university; shanghai 200092; china; 2 east china institute of architecture design and research; shanghai 200002; china)
..............page:12-16,28
Design Concept and Analysis of Technical Economy for Steel Tube-reinforced Concrete Column
lin liyan; li qinggang(liaoning provincial building design & research institute; shenyang 110005; china)
..............page:17-21,41
Elastoplastic Numerical Simulation to Pseudo-static Test of High-rise Hybrid Structure
huang jifeng; xu peifu; xue yantao(china academy of building research; beijing 100013; china)
..............page:6-11
Study on Seismic Design Shear Force for Frame of Steel Frame-concrete Core Wall Structures
qian jiaru~1; wei yong~1; cai yiyan~2; yu yinquan~2; shen lin~2(1 tsinghua university; beijing 100084; china; 2 china architecture design & research group; beijing 100044; china)
..............page:1-5,123
Prestressing Analysis and Inspection on Composite Structure of Prestressed Reticulated Shell and Tied-Arch
zhou zhen~1; chen yachun~2; meng shaoping~1; wu jing~1(1 civil engineering college of southeast university; nanjing 210096; china; 2 china construction(shenzhen) design international shanghai branch; shanghai 200233; china)
..............page:65-68
Feasibility of the Application of Continuous Purlins in Metal Building System
sun dongming; xia junwu; jiang long(school of architecture & civil engineering; china university of mining and technology; xuzhou 221008; china)
..............page:77-80,76
Effect of Shear Connection Degree on Seismic Resistant Performance of Steel-concrete Composite Beams
jiang lizhong; yu zhiwu; cao hua; liu zhongwu(civil arch.eng.college; central south universty; changsha 410075; china)
..............page:52-54,120
Structural Design of Large-span Pre-stressed Truss Shell System of Beijing University-table Tennis Gymnasium for the 2008 Olympic Games
he zhijun; ding jiemin; chao si; xiao xiaoling(architecture design & research institute of tongji university; shanghai 200092; china)
..............page:55-60
Load-bearing Capacity of Shear Wall Supported on Frame with Steel Reinforcing Concrete
li guoqiang~1; cui daguang~(1; 2); li yisong~(1; 3)(1 college of civil engineering; tongji university; shanghai 200092; china; 2 architectural design and research institute of shanghai tongji kaiyuan; shanghai 200092; china; 3 architectural design and research institute of tongji university; shanghai 200092; china)
..............page:42-44,68
Mechanic Behavior of a New Type of Connection Between Composite Beam and Concrete Shear Wall
gu xianglin~1; chen tao~1; zhang weiping~1; li hua~1; wang hongliu~1; zhou chun~2; zhou donghua~2; meng yi~2(1 depart.of building eng.; tongji univ.; shanghai 200092; 2 shanghai institute of architectural design & research; shanghai 200041; china)
..............page:45-47,51
Experiment Study and Design Analysis of Aluminum-magnesium-manganese Alloy Roof Panel
dong zhen; zhang qilin; shi jing(department of building engineering tongji university; shanghai 200092; china)
..............page:69-72
Comparing Experiments of the Stressed Skin Diaphragm Spanning Several and Few Purlins
zhang wenyuan~1; zhang yaochun~1; wang ying~1; chen guodong~2; huang mingxin~2(1 school of civil eng.; harbin institute of technology; harbin 150090; china; 2 zhejiang jinggong p-d steel building co.; ltd.; guangzhou 510091; china)
..............page:73-76
Influence on Response of Mega Steel-frame Structures from Floor Stiffness and Hypo-frame
liu jieping; zhang lingxin(institute of engineering mechanics; china earthquake administration; harbin 150080; china)
..............page:81-86
Study on Effective Damping Ratio of Buckling-restrained Brace with Asymmetrically Mechanical Properties
gao xiangyu; li yongmei; zhang hui; du haiyan; liang feng(college of architecture and civil engineering; beijing university of technology; beijing 100022; china)
..............page:96-100
Design of Two-way Compound Beam String Structures
liu guomin~1; yi jia~2; qiu tao~1(1 architectural design institute of zhejiang university; hangzhou 310027; china; 2 king glass eng.co.; ltd.; zhuhai 519015; china)
..............page:87-90,100
Application in Energy Dissipation and Vibration Reduction Design of Code Response Spectra
zhang shuchuan~(1; 4); wang yayong~2; zach liang~3; george c.lee~3(1 department of civil engineering; tianjin university; tianjin 300072; china; 2 china academy of building research; beijing 100013; china; 3 mceer; university at buffalo; ny14260; 4 xiamen institute of architectural design co.; ltd.; xiamen 361004; china)
..............page:101-105
Calculation Methods for Flexural Capacity of Normal Section of Concrete Beams Prestressed with Bonded FRP Tendons
xue weichen; tan yuan; wang xiaohui(tongji university; shanghai 200092; china)
..............page:111-116
Calculation Methods for Deflections of Concrete Beams Prestressed with Bonded FRP Tendons
wang xiaohui; xue weichen; tan yuan(tongji university; shanghai 200092; china)
..............page:121-123