1002-848X
2006 Issue 8
Structural Forms and Support Style of Reticulated Mega-structure
he yongjun~1; zhou xuhong~2; dong shilin~3(1 institute of civil engineering; hunan university; changsha 410082; china; 2 lanzhou university; lanzhou 730000; china; 3 zhejiang university; hangzhou 310027; china)
he yongjun~1; zhou xuhong~2; dong shilin~3(1 institute of civil engineering; hunan university; changsha 410082; china; 2 lanzhou university; lanzhou 730000; china; 3 zhejiang university; hangzhou 310027; china)
..............page:16-19
Nonlinear Finite Element Analysis and Calculation for Axial Loaded CarryingCapacity of Thin-walled Stub Columns
wang chungang; zhang yaochun(school of civil eng.of harbin institute of technology; harbin 150090; china)
wang chungang; zhang yaochun(school of civil eng.of harbin institute of technology; harbin 150090; china)
..............page:42-45,48
Test Study and Theory Analysis on Stress and Deflection of a Multi-span Continuous Junior Beam in a Steel Floor
fu guangyao; yuan weining(civil engineering college of chang an university; xi an 710061; china)
fu guangyao; yuan weining(civil engineering college of chang an university; xi an 710061; china)
..............page:46-48
Experimental Study and Theoretical Analysis of Steel-encased Concrete Composite Beams
shi qiyin~1; ma bo~1; li aiqun~2(1 faculty of science; jiangsu university; zhenjiang 212013; china; 2 institute of civil engineering; southeast university; nanjing 210096; china)
shi qiyin~1; ma bo~1; li aiqun~2(1 faculty of science; jiangsu university; zhenjiang 212013; china; 2 institute of civil engineering; southeast university; nanjing 210096; china)
..............page:60-63
Experimental Study on Composite Steel-concrete Beams with Box Sections Under Combined Bending and Torsion
hu shaowei~1; nie jianguo~2(1 nanjing hydraulic research institute; nanjing 210029; china; 2 dapartment of civil engineering; tsinghua university; beijing 100084; china)
hu shaowei~1; nie jianguo~2(1 nanjing hydraulic research institute; nanjing 210029; china; 2 dapartment of civil engineering; tsinghua university; beijing 100084; china)
..............page:54-59,53
Analysis of Prying Force in Extended End-plate Bolted Connections
guo bing(1 institute of civil engineering; shandong architectural university; jinan 250014; china; 2 tsinghua university; beijing 100084; china)
guo bing(1 institute of civil engineering; shandong architectural university; jinan 250014; china; 2 tsinghua university; beijing 100084; china)
..............page:10-12,19
Fatigue Failure of Separate Steel Columns in a Working Platform Frame
yang jianping~1; chang haosong~1; xing kuntao~1; tong xiaoli~1; cheng haibo~2; wang fa~2; zhou youhuai~2(1 national diagnosis and rehabilitation of industrial building research center; beijing 100088; china; 2 equipment department; baoshan iron & steel co.; ltd.; shanghai 201900; china)
yang jianping~1; chang haosong~1; xing kuntao~1; tong xiaoli~1; cheng haibo~2; wang fa~2; zhou youhuai~2(1 national diagnosis and rehabilitation of industrial building research center; beijing 100088; china; 2 equipment department; baoshan iron & steel co.; ltd.; shanghai 201900; china)
..............page:13-15
Experimental Research on Hysteretic Behaviors of Welded Moment Resisting Frame Connections with General and Haunch Stiffened Form in Power Plant
su mingzhou~(1); gu qiang~(2); xie baoan~(3); li qicai~(2); cheng aiguo~(4)(1 xi an university of architecture & technology; xi an 710055; china; 2 university of science and technology of suzhou; suzhou 215011; china; 3 northwest institute of power plant design; xi an 710048; china; 4 beijing jiaotong university; beijing 100044; china)
su mingzhou~(1); gu qiang~(2); xie baoan~(3); li qicai~(2); cheng aiguo~(4)(1 xi an university of architecture & technology; xi an 710055; china; 2 university of science and technology of suzhou; suzhou 215011; china; 3 northwest institute of power plant design; xi an 710048; china; 4 beijing jiaotong university; beijing 100044; china)
..............page:37-41
Investigation of Behavior of Square CFT Stub Columns with Binding Bars Under Axial Loads
he zhenqiang~1; cai jian~1; chen xing~2(1 dep.of civil engineering; huanan university of science and engineering; guangzhou 510641; china; 2 the architectural design and research institute of guangdong province; guangzhou 510010; china)
he zhenqiang~1; cai jian~1; chen xing~2(1 dep.of civil engineering; huanan university of science and engineering; guangzhou 510641; china; 2 the architectural design and research institute of guangdong province; guangzhou 510010; china)
..............page:49-53
Experimental Study on Behavior of Reinforced Concrete Column-steel Beam Subassemblies
zhao zuozhou~1; qian jiaru~1; yang xuebin~2; zhu wenyan~3(1 department of civil engineering; tsinghua university; beijing 100084; china; 2 beijing industricial design and research institute; beijing 100055; china; 3 haden(china) co.; ltd.; jingold airport construction co.; ltd.; beijing 100022; china)
zhao zuozhou~1; qian jiaru~1; yang xuebin~2; zhu wenyan~3(1 department of civil engineering; tsinghua university; beijing 100084; china; 2 beijing industricial design and research institute; beijing 100055; china; 3 haden(china) co.; ltd.; jingold airport construction co.; ltd.; beijing 100022; china)
..............page:69-73
Design and Analysis of the Lighting Structure at Entrance of Building in Northeast Agricultural University
feng ruoqiang; wu yue; shen shizhao(space research center; harbin institute of technology; harbin 150090; china)
feng ruoqiang; wu yue; shen shizhao(space research center; harbin institute of technology; harbin 150090; china)
..............page:25-27,63
Research on the Behavior of T-stub Semi-rigid Connections of Steel Frames
shu xingping~1; hu xibing~1; xiong yao~2((1 college) of civ.engineering; hunan university; changsha 410082; china; 2 hunan urban construction college; xiangtan 411101; china)
shu xingping~1; hu xibing~1; xiong yao~2((1 college) of civ.engineering; hunan university; changsha 410082; china; 2 hunan urban construction college; xiangtan 411101; china)
..............page:6-9
..............page:5,15,34,73,107
Effective Length of Columns in Staggered Truss Structure
lu linfeng~1; gu qiang~2; su mingzhou~3(1 school of civil engineering; chang an university; xi an 710061; china; 2 university of science and technology of suzhou; suzhou 215011; china; 3 xi an university of architecture & technology; xi an 710055; china)
lu linfeng~1; gu qiang~2; su mingzhou~3(1 school of civil engineering; chang an university; xi an 710061; china; 2 university of science and technology of suzhou; suzhou 215011; china; 3 xi an university of architecture & technology; xi an 710055; china)
..............page:31-34
Analysis and Behaviour Research of Connections of Semi-rigid Steel Frame
huang jizhuo~1; wang zhan~2; ma renle~1(1 department of building engineering; tongji university; shanghai 200092; china; 2 department of civil engineering; shantou university; shantou 515063; china)
huang jizhuo~1; wang zhan~2; ma renle~1(1 department of building engineering; tongji university; shanghai 200092; china; 2 department of civil engineering; shantou university; shantou 515063; china)
..............page:20-24,30
..............page:112-114
A Practical Approach for Fire Resistance of Steel-concrete Composite Slabs
jiang shouchao~1; li guoqiang~1; zhou haosheng~1; l yi~2(1 dept.of structural engineering; tongji university; shanghai 200092; china; 2 shanghai institute of mechanical & electrical engineering; shanghai 200040; china)
jiang shouchao~1; li guoqiang~1; zhou haosheng~1; l yi~2(1 dept.of structural engineering; tongji university; shanghai 200092; china; 2 shanghai institute of mechanical & electrical engineering; shanghai 200040; china)
..............page:87-89,86
Modification on Nonlinear Static Analysis Method and Application in Seismic Design of Tall Building
wei lian; wang sen; wang zhiyuan; zhou qingxiao(shanghai weilian structure design office; shenzhen representive department; shenzhen 518034; china)
wei lian; wang sen; wang zhiyuan; zhou qingxiao(shanghai weilian structure design office; shenzhen representive department; shenzhen 518034; china)
..............page:97-102
Anti-fire Experimental Research on H-section Steel Beams
li xiaodong~(1; 2); dong yuli~2; cong shuping~2(1 xi an university of architecture & technology; xi an 710055; china; 2 qing dao technology university; qingdao 266033; china)
li xiaodong~(1; 2); dong yuli~2; cong shuping~2(1 xi an university of architecture & technology; xi an 710055; china; 2 qing dao technology university; qingdao 266033; china)
..............page:94-96,102
Anti-fire Experimental Research on H-Section Steel Columns
li xiaodong~(1; 2); dong yuli~(1; 2; 3); l junli~2(1 xi an university of architecture & technology; xi an 710055; china; 2 qingdao technology university 266033 qingdao; china; 3 shandong construction bueeru; jinan 250001; china)
li xiaodong~(1; 2); dong yuli~(1; 2; 3); l junli~2(1 xi an university of architecture & technology; xi an 710055; china; 2 qingdao technology university 266033 qingdao; china; 3 shandong construction bueeru; jinan 250001; china)
..............page:90-93
Test Study on Bearing Capacity of a New Steel-concrete Composite Arch
wang zengchun~1; dong shilin~1; teng jinguang~2((1 space structure research center; shanghai) jiaotong university; shanghai 200023; china; 2 hongkong polytechnic university; hongkong; china)
wang zengchun~1; dong shilin~1; teng jinguang~2((1 space structure research center; shanghai) jiaotong university; shanghai 200023; china; 2 hongkong polytechnic university; hongkong; china)
..............page:77-79
Analysis and Research of Steel-concrete Hybrid Structure of Dongguan Theater
lu xiuli; zhang tao; ding jiemin(the architecture design and research institute of tongji university; shanghai 200092; china)
lu xiuli; zhang tao; ding jiemin(the architecture design and research institute of tongji university; shanghai 200092; china)
..............page:74-76,93
Research on Conversion Relationships Among the Parameters of Ground Motions in Seismic Design Codes of China,America and Europe
luo kaihai; wang yayong(institute of earthquake engineering; china academy of building research; beijing 100013; china)
luo kaihai; wang yayong(institute of earthquake engineering; china academy of building research; beijing 100013; china)
..............page:103-107
Application of Composite Steel-concrete Slab in a Chimney Construction
nie jianguo~1; tian chunyu~1; zhou jianjun~2; liu changqing~2; li xingli~2(1 civil engineering department; tsinghua university; beijing 100084; china; 2 north china power engineering co.; ltd.; beijing 100011; china)
nie jianguo~1; tian chunyu~1; zhou jianjun~2; liu changqing~2; li xingli~2(1 civil engineering department; tsinghua university; beijing 100084; china; 2 north china power engineering co.; ltd.; beijing 100011; china)
..............page:80-81
Experimental Study on the Section Temperature Field of Steel-concrete Composite Slabs Under Fire
han jinsheng~1; dong yuli~2; cheng wenrang~1; xu zhaodong~1; cong shuping~2(1 civil engineering college of southeast university; nanjing 210096; china; 2 shandong province construction bureau; jinan 250001; china)
han jinsheng~1; dong yuli~2; cheng wenrang~1; xu zhaodong~1; cong shuping~2(1 civil engineering college of southeast university; nanjing 210096; china; 2 shandong province construction bureau; jinan 250001; china)
..............page:82-86
Application and Problems of Hybrid Structures in Super High-rise Buildings
bai guoliang; li hongxing; zhang shuyun(college of civil engineering; xi an university of architecture & technology; xi an 710055; china)
bai guoliang; li hongxing; zhang shuyun(college of civil engineering; xi an university of architecture & technology; xi an 710055; china)
..............page:64-68
Optimum Structural Design of Phase Ⅱ Project of Lu Jiazui International City
l jinguang(shanghai branch of hebei province architecture design & reasearch institute; shanghai 200125; china)
l jinguang(shanghai branch of hebei province architecture design & reasearch institute; shanghai 200125; china)
..............page:108-111,114
Problems About the Construction Design of Staggered Truss System
xu hongsheng~1; zhou xuhong~2; jiang jianguo~1(1 college of civil engineering; hunan university; changsha 410082; china; 2 chang an university; xi an 710064; china)
xu hongsheng~1; zhou xuhong~2; jiang jianguo~1(1 college of civil engineering; hunan university; changsha 410082; china; 2 chang an university; xi an 710064; china)
..............page:35-36
Experiment of the Circular Hole-honeycombed Steel Beams
su yisheng~1; zou jinhua~(1; 2); zhang xide~1(1 institute of civil engineering; guangxi university; nanning 530004; china; 2 civil engineering department; huanan university of science and engineering; guangzhou 510640; china)
su yisheng~1; zou jinhua~(1; 2); zhang xide~1(1 institute of civil engineering; guangxi university; nanning 530004; china; 2 civil engineering department; huanan university of science and engineering; guangzhou 510640; china)
..............page:28-30
Load-carrying Capacity Design for Axially Compressed Members of 550MPa Cold-formed Thin-walled Steel Structures
li yuanqi~(1); wang lei~(1); shen zuyan~(1); wang yanmin~(2); xu hongwei~(3)(1 dept.of building engineering; tongji university; shanghai 200092; china; 2 blue scope buildings; residential; bluescope steel co.ltd.; shanghai 201603; china; 3 baoshan iron & steel co.; ltd.; shanghai 201900; china)
li yuanqi~(1); wang lei~(1); shen zuyan~(1); wang yanmin~(2); xu hongwei~(3)(1 dept.of building engineering; tongji university; shanghai 200092; china; 2 blue scope buildings; residential; bluescope steel co.ltd.; shanghai 201603; china; 3 baoshan iron & steel co.; ltd.; shanghai 201900; china)
..............page:1-5