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Journals   A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Building Structure
1002-848X
2009 Issue 8
Experimental study on seismic behavior of adding cover-plate protocol for D-type eccentrically braced steel frames
pan xiuzhen~(1; 2); hao jiping~1; wang defa~2; gao jie~3(1 school of civil engineering; xi an university of architecture & technology; xi an 710055; china; 2 institute of water resources and hydraulic power; xi an university of technology; xi an 710048; china; 3 china united northwest institute for engineering design & research; xi an 710082; china)
..............page:91-95
Wind-resistant analysis and design of Qingdao Seagull large cantilever steel structure
li kailun~1; xu zhihong~1; ma shengdong~2(1 china architecture design & research group; l.a.international ltd.; beijing 100044; china; 2 china ippr international engineering corporation; beijing 100089; china)
..............page:96-98
Influence of superstructure stiffness on performance of box foundation
chen wei; zhao xihong(department of geotechnical engineering; tongji university; shanghai 200092; china)
..............page:99-102,65
Raft foundation design of Huashan hospital sickroom building
chang junwen; gu chong; wu xingchang(east china architectural design & research institute co.; ltd.; shanghai 200002; china)
..............page:103-106
Contrast experimental study on load mechanism of general pile and muti-plate-pile
xia guanghong(china shanghai architectural design & research institute co.; ltd.; shanghai 200063; china)
..............page:107-109
Experimental study on cast-steel joints of Hangzhou Bay Tower
chen haizhou; wang hongjun; zhang qilin(school of civil engineering; tongji university; shanghai 200092; china)
..............page:88-90,87
Discussion on analysis methods for flat slab structures under vertical loading
liu wenting~1; yao qianfeng~2(1 china architecture design & research group; beijing 100044; china; 2 school of civil engineering; beijing jiaotong university; beijing 100044; china)
..............page:56-59,55
Common problems and recommendations for improvement in the design of short shear wall structure
chen xiaotang(shenzhen general institute of architectural design and research co.; ltd.; shenzhen 518031; china)
..............page:66-68
New method to define thick and thin pile caps and modification of beam model method
lu bo~(1; 2); guo chao~2; dai guoliang~2; gong weiming~2(1 quality supervision station of rizhao planning and urban construction committee; rizhao 276826; china; 2 college of civil engineering; southeast university; nanjing 210096; china)
..............page:114-116,31
Experimental study on strength developing regularities of high strength concrete filled steel tube
meng huanling~(1; 2); shang jinguo~3; huang weigang~2(1 school of civil engineering; tianjin university; tianjin 300072; china; 2 guangzhou yuexiu construction international finance center co.; ltd.; guangzhou 510620; china; 3 the architectural design and research institute of guangdong province; guangzhou 510010; china)
..............page:20-22,95
Dynamic elastic-plastic analysis of coupling building of Haide Square
jiao ke; li songbai; chen runhui(the architectural design and research institute of guangdong province; guangzhou 510010; china)
..............page:17-19,98
Shaking table test and structure design of ultra high-rise building
zhou minhui~1; huang xiangyun~2(1 the architectural design and research institute of guangdong province; guangzhou 510010; china; 2 earthquake engineering research test center; guangzhou university; guangzhou 510010; china)
..............page:23-26,83
Structural optimal design of large-span gymnasiums based on elastic-plastic dynamic analysis
chen xing; ou tong; li songbai; ding xirong; jiao ke(the architectural design and research institute of guangdong province; guangzhou 510010; china)
..............page:1-5
Structural design of Bicycle Stadium for the 2010 Asian Games
liao xuzhao(the architectural design and research institute of guangdong province; guangzhou 510010; china)
..............page:6-10
Early-age autogenous shrinkage experimental study of high performance concrete column under construction-site conditions
yun yingwei~1; he pengli~1; cai yanhong~2(1 civil engineering department; luoyang institute of science and technology; luoyang 471023; china; 2 state key laboratory of high performance ceramics and superfine microstructure; shanghaiinstitute of ceramics chinese academy of science; shanghai 200050; china)
..............page:63-65
Static tests on ring-beam connections for SRC columns and RC beams under symmetrical load
wang zai~1; lin xuchuan~2; wang wenyu~1; pan peng~(2; 3); ye lieping~(2; 3); qian jiaru~(2; 3)(1 china architecture design & research group; beijing 100044; china; 2 department of civil engineering; tsinghua university; 3 key laboratory of structural engineering and vibration; ministry of education; tsinghua university; beijing 100084; china)
..............page:36-39,43
Experimental study on the cast steel joint with extraordinary shape of mega diagonal brace in Nanjing Jin'ao Tower
shu ganping~1; yang benzheng~1; zuo jiang~2; lu jianfeng~2(1 college of civil engineering; southeast university; nanjing 210096; china; 2 nanjing architectural design & research institute co.; ltd.; nanjing 210005; china)
..............page:84-87
Analysis of elasto-plastic dynamic performance of timber frame palace with nine-purlin in Qing Dynasty
li xiaowei~(1; 2; 3); zhao junhai~(1; 3); zhang yufen~1; zhou chunli~2(1 school of civil engineering; chang an university; xi an 710061; china; 2 school of civil engineering; panzhihua university; panzhihua 617000; china; 3 state key lab of western architecture & technology; xi an 710054; china)
..............page:80-83
Research on the story drift and allowable value index of buckling restrained braced frame structure
yuan yu~1; wu jing~2(1 nanjing municipal institute of civil architecture; nanjing 210002; china; 2 college of civil engineering; southeast university; nanjing 210096; china)
..............page:73-76
Study of carrying capacity of steel RC columns with double circular steel tubes under axial loading
chen yachun~1; liu jun~1; zhang xiaomin~1; wei yang~2(1 hong kong hua yi designing consultants(s.z)ltd.; shenzhen 518031; china; 2 college of civil engineering; nanjing forestry university; nanjing 210037; china)
..............page:40-43
Structure design of Zhongshan Exhibition Center
li kaiping; liao xuzhao; liang yanyun; liang zibiao; chen yingzhuan; lao zhiyuan(the architectural design and research institute of guangdong province; guangzhou 510010; china)
..............page:11-16,5
Field test on pore water pressure induced by PTC pile installation in soft ground
du guangyin~(1; 3); yu chuang~2; liu songyu~3 (1 environment and civil engineering college; chengdu university of technology; chengdu 610059; china; 2 college of architecture and civil engineering; wenzhou university; wenzhou 325035; china; 3 institute of geotechnical engineering; southeast university; nanjing 210096; china)
..............page:122-123,121
Characteristic analysis and engineering design of rigid-flexible composite pile foundation
guan zili~1; jin guoping~2; zhang qinghua~2(1 wenzhou tongli geotechnical engineering technique development co.; ltd.; wenzhou 325000; china; 2 wenzhou architectural design institute; wenzhou 325000; china)
..............page:117-121
Experiment research and application of expanded-foot tubular pile
ding cuihong~1; gong feng~1; ying yimiao~2(1 college of architecture and civil engineering; zhejiang university of technology; hangzhou 310014; china; 2 architectural and planning design and research institute of zhejiang university of technology; hangzhou 310014; china)
..............page:110-113
Main structure design of an office building in the earthquake fortification region of 9 intensity
feng jun(sichuan design institute of electronic engineering; chengdu 610081; china)
..............page:69-72,76
Comparison analysis of natural vibration period of frame-shear wall structure under different constraint conditions
sun xianghong~(1; 2); chen jianbing~3(1 school of civil engineering; xi an university of architecture & technology; xi an 710055; china; 2 college of civil engineering; chang an university; xi an 710061; china; 3 department of civil engineering; tongji university; shanghai 200092; china)
..............page:77-79
Experimental research on seismic behavior of non-through-core joints of concrete beams and concrete filled CHS columns
li songbai; li zhenzhang; liang jizhong(the architecture design and research institute of guangdong province; guangzhou 510010; china)
..............page:27-31
Full-scale experimental study on pouring technology of C70 high strength concrete shear wall
meng huanling~(1; 2); huang weigang~2(1 school of civil engineering; tianjin university; tianjin 300072; china; 2 guangzhou yuexiu construction international finance center co.; ltd.; guangzhou 510620; china)
..............page:60-62,113
Applicability study on bending calculation of recycled coarse aggregate concrete beams using current codes
bai wenhui~(1; 2); wang baisheng~1(1 school of civil engineering; zhejiang university; hangzhou 310027; china; 2 department of civil engineering; shaoxing university; shaoxing 312000; china)
..............page:52-55
Quasi-static experimental research for concrete-filled rectangular steel tubular frame joints
li bin~1; gao chunyan~1; shi xiaoyan~2(1 school of architecture and civil engineering; inner mongolia university of science and technology; baotou 014010; china; 2 institute of modern architecture design in shannxi; xi an 710055; china)
..............page:44-47
Calculation of shear capacity of new reinforcement scheme deep coupling beams
li fangyuan; liang xingwen; zhang tao(xi an university of architecture and technology; key lab of structural engineering andearthquake resistance; ministry of education; xi an 710055; china)
..............page:48-51,113
Application of anchor jacked pile in old Guangzhou Baiyun Airport reinforcement project
deng hanrong; jiang yunlin; zhang mengqing; zhang shoulin; chen jifen(the architectural design and research institute of guangdong province; guangzhou 510010; china)
..............page:32-35