1002-848X
2010 Issue 6
Experimental study on bonding behavior of structural adhesives under high temperature
liu kai1; luo ren an2; chen youliang3(1 shanghai shield tunneling engineering co.; ltd.; shanghai 200080; china; 2 mechanics department; shanghai university; shanghai 200072; china; 3 university of shanghai for science and technology; shanghai 200093; china)
liu kai1; luo ren an2; chen youliang3(1 shanghai shield tunneling engineering co.; ltd.; shanghai 200080; china; 2 mechanics department; shanghai university; shanghai 200072; china; 3 university of shanghai for science and technology; shanghai 200093; china)
..............page:106-109
Seamless design of concrete structures with large longitudinal length
huang yizhuang1; huang huajing1; wang li1; yuan zhengquan1; xu youlin2; gong yaona2(1 the eleventh design & research institute of it; co.; ltd.; chengdu 610021; china; 2 china academy of building research; beijing 100013; china)
huang yizhuang1; huang huajing1; wang li1; yuan zhengquan1; xu youlin2; gong yaona2(1 the eleventh design & research institute of it; co.; ltd.; chengdu 610021; china; 2 china academy of building research; beijing 100013; china)
..............page:90-92,25
Contradictions in current Code for Seismic Design of Buildings about beam-column rigid joint design of high-rise steel structures
liu qixiang1; chen youfan1; chen qinglai2(1 china institute of building standard design & research; beijing 100044; china; 2 shandong university; jinan 250061; china)
liu qixiang1; chen youfan1; chen qinglai2(1 china institute of building standard design & research; beijing 100044; china; 2 shandong university; jinan 250061; china)
..............page:1-6
..............page:22
Secondary stress effects on triangular steel truss with hot-rolled cut-T-section chord and the choice of truss configuration
su mingzhou1; miao ji1; shen lin2(1 school of civil engineering; xi an university of architecture & technology; xi an 710055; china; 2 china institute of building design and research; beijing 100044; china)
su mingzhou1; miao ji1; shen lin2(1 school of civil engineering; xi an university of architecture & technology; xi an 710055; china; 2 china institute of building design and research; beijing 100044; china)
..............page:20-22
Study on construction monitoring for prestressed concrete stand of Shanghai Qizhong Tennis Center
xue weichen1; jiang dongsheng1; xu zhuangtao1; chen yiyi1; lin yingru2(1 department of building engineering; tongji university; shanghai 200092; china; 2 shanghai institute of architectural design & research co.; ltd.; shanghai 200041; china)
xue weichen1; jiang dongsheng1; xu zhuangtao1; chen yiyi1; lin yingru2(1 department of building engineering; tongji university; shanghai 200092; china; 2 shanghai institute of architectural design & research co.; ltd.; shanghai 200041; china)
..............page:81-84
Dynamic behavior of stadium-type buildings with cantilever structures
fu changsheng; zhou lilang(shanghai chinafu structural design inc.; shanghai 200011; china)
fu changsheng; zhou lilang(shanghai chinafu structural design inc.; shanghai 200011; china)
..............page:97-102
Structural form selection and design of cable-membrane structure for EXPO Axis
lu dan; li chengming; wang dasui; tian wei(shanghai xian dai architectural design(group) co.; ltd.; shanghai 200041; china)
lu dan; li chengming; wang dasui; tian wei(shanghai xian dai architectural design(group) co.; ltd.; shanghai 200041; china)
..............page:56-59
Seismic design method modification of steel beam splice joint of column-tree moment-resisting frame
li qicai1; gu qiang1; shen lin2; cai yiyan2(1 jiangsu key laboratory of structural engineering; university of science & technology of suzhou; suzhou 215011; china; 2 china institute of building standard design and research; beijing 100044; china)
li qicai1; gu qiang1; shen lin2; cai yiyan2(1 jiangsu key laboratory of structural engineering; university of science & technology of suzhou; suzhou 215011; china; 2 china institute of building standard design and research; beijing 100044; china)
..............page:23-25
..............page:19
Experimental and theoretical research on lateral-torsional stability of H-section aluminum beam-columns
zhang zheng1; 2; zhang qilin1(1 tongji university; shanghai 200092; china; 2 fujian university of technology; fuzhou 350007; china)
zhang zheng1; 2; zhang qilin1(1 tongji university; shanghai 200092; china; 2 fujian university of technology; fuzhou 350007; china)
..............page:110-113,102
Study on equivalent wind load for cable-membrane structure in wind-resistant design of EXPO Axis
wang dasui; lu dan; li chengming; tian wei(shanghai xian dai architectural design(group) co.; ltd.; shanghai 200041; china)
wang dasui; lu dan; li chengming; tian wei(shanghai xian dai architectural design(group) co.; ltd.; shanghai 200041; china)
..............page:53-55,84
Simplified approach for fire-resistance design of simple-supported composite beams
li guoqiang1; wang weiyong2; zhou hongyu3(1 school of civil engineering; tongji university; shanghai 200092; china; 2 school of civil engineering; chongqing university; chongqing 400045; china; 3 jiang s architects & engineers; shanghai 200041; china)
li guoqiang1; wang weiyong2; zhou hongyu3(1 school of civil engineering; tongji university; shanghai 200092; china; 2 school of civil engineering; chongqing university; chongqing 400045; china; 3 jiang s architects & engineers; shanghai 200041; china)
..............page:35-38
Force performance study of the truss string structures with long span
wang cheng1; 2; zhang yigang1(1 space structures research center; beijing university of technology; beijing 100124; china; 2 china academy of building research; beijing 100033; china)
wang cheng1; 2; zhang yigang1(1 space structures research center; beijing university of technology; beijing 100124; china; 2 china academy of building research; beijing 100033; china)
..............page:60-62,66
Tests on seismic behavior of single piece prefabricated concrete hollow-core shear wall specimens
zhang weijing1; meng tao1; qian jiaru2; feng baochun3; zhao fengdong4; li lurong4(1 the college of archit.& civil eng.; beijing university of technology; beijing 100124; china; 2 tsinghua university; beijing 100084; china; 3 beijing institute of architectural design; beijing 100045; china; 4 center of construction science & technology; beijing municipal commission of housing and urban-rural development; beijing 100055; china)
zhang weijing1; meng tao1; qian jiaru2; feng baochun3; zhao fengdong4; li lurong4(1 the college of archit.& civil eng.; beijing university of technology; beijing 100124; china; 2 tsinghua university; beijing 100084; china; 3 beijing institute of architectural design; beijing 100045; china; 4 center of construction science & technology; beijing municipal commission of housing and urban-rural development; beijing 100055; china)
..............page:76-80
..............page:89
New types and computing method for endure anti-seismic beam-column rigid joints of high-rise steel structures
liu qixiang1; chen youfan1; chen qinglai2(1 china institute of building standard design & research; beijing 100044; china; 2 shandong university; jinan 250061; china)
liu qixiang1; chen youfan1; chen qinglai2(1 china institute of building standard design & research; beijing 100044; china; 2 shandong university; jinan 250061; china)
..............page:7-12
Introduction of design method for RC structures under severe earthquake in Japan
ye lieping1; sun yuping2(1 department of civil engineering; tsinghua university; beijing 100084; china; 2 department of architecture; graduate school of engineering; kobe university; kobe 6578501; japan)
ye lieping1; sun yuping2(1 department of civil engineering; tsinghua university; beijing 100084; china; 2 department of architecture; graduate school of engineering; kobe university; kobe 6578501; japan)
..............page:114-118,43
Tension,lifting and monitoring of string truss in Conference Exhibition Center of Tianjin Meijiang
zhang lijun1; chen huazhou2; zhao yicheng1; zhu yifeng1; qian huan2(1 central research institute of building & construction co.; ltd.; mcc group; beijing 100088; china; 2 china construction steel structure co.; ltd.; beijing branch; beijing 100089; china)
zhang lijun1; chen huazhou2; zhao yicheng1; zhu yifeng1; qian huan2(1 central research institute of building & construction co.; ltd.; mcc group; beijing 100088; china; 2 china construction steel structure co.; ltd.; beijing branch; beijing 100089; china)
..............page:119-121,102
Shear resistance of stud shear connectors in steel plate-concrete composite beams and RC beams flexurally strengthened using steel plate-concrete composite technique
nie jianguo; zhao jie(department of civil engineering; key laboratory of structural engineering andvibration of china education ministry; tsinghua university; beijing 100084; china)
nie jianguo; zhao jie(department of civil engineering; key laboratory of structural engineering andvibration of china education ministry; tsinghua university; beijing 100084; china)
..............page:39-43
Tests of specimens of double piece prefabricated reinforced concrete hollow-core shear wall
qian jiaru1; zhang weijing2; zhao fengdong3; li lurong3; meng tao2; feng baochun(4)(1 tsinghua university; beijing 100084; china; 2 beijing university of technology; beijing 100124; china; 3 center of construction science & technology; beijing municipal commission of housing and urban-rural development; beijing 100055; china; 4 beijing institute of architectural design; beijing 100045; china)
qian jiaru1; zhang weijing2; zhao fengdong3; li lurong3; meng tao2; feng baochun(4)(1 tsinghua university; beijing 100084; china; 2 beijing university of technology; beijing 100124; china; 3 center of construction science & technology; beijing municipal commission of housing and urban-rural development; beijing 100055; china; 4 beijing institute of architectural design; beijing 100045; china)
..............page:71-75,96
Design and analysis of long-span post-tensioned bonded prestressed cross-beams of a theater
huang guohui; wang zhigang(beijing institute of architectural design; beijing 100045; china)
huang guohui; wang zhigang(beijing institute of architectural design; beijing 100045; china)
..............page:93-96
..............page:6
Slab irregularity and its effects on seismic design of the structure
fu changsheng; ju jin(shanghai changfu structural design inc.; shanghai 200011; china)
fu changsheng; ju jin(shanghai changfu structural design inc.; shanghai 200011; china)
..............page:85-89
Experimental research on joint between steel-concrete composite beam and reinforced concrete column
xu wei1; 2; liang shuting2; chen lin3; zhang genyu2(1 architectural design & research institute; southeast university; nanjing 210096; china; 2 key lab of rc & pc structure of ministry of education; southeast university; nanjing 210096; china; 3 beijing institute of architectural design and research; beijing 100045; china)
xu wei1; 2; liang shuting2; chen lin3; zhang genyu2(1 architectural design & research institute; southeast university; nanjing 210096; china; 2 key lab of rc & pc structure of ministry of education; southeast university; nanjing 210096; china; 3 beijing institute of architectural design and research; beijing 100045; china)
..............page:48-50
Structure design of the Buddha Relics Tower of Famen temple in Shaanxi
feng kangzeng; zhang jingle; xu changhai; sheng xuewen; ruan yongjian(jianxue architecture and engineering design institute co.; ltd.; shanghai branch; shanghai 200336; china)
feng kangzeng; zhang jingle; xu changhai; sheng xuewen; ruan yongjian(jianxue architecture and engineering design institute co.; ltd.; shanghai branch; shanghai 200336; china)
..............page:29-34,109
Experimental study on RC frame with L-shaped columns subjected to low-cyclical loading
diao bo; li shuchun; ye yinghua(department of civil engineering; beihang university; beijing 100083; china)
diao bo; li shuchun; ye yinghua(department of civil engineering; beihang university; beijing 100083; china)
..............page:67-70
Study on the bearing capacity of structural member for modern architecture after reinforcement
chen dachuan1; zhang youliang2; hu haibo1(1 college of civil engineering; hunan university; changsha 410082; china; 2 china machinery international engineering design & research institute; changsha 410007; china)
chen dachuan1; zhang youliang2; hu haibo1(1 college of civil engineering; hunan university; changsha 410082; china; 2 china machinery international engineering design & research institute; changsha 410007; china)
..............page:103-105,25
Introduction of standard design Outdoor Steel Structure Advertisement Board Supported by Single Column(SG526)
lei shuzhong; guo bing; miao jikui; chen dong(shan dong jian zhu university; jinan 250014; china)
lei shuzhong; guo bing; miao jikui; chen dong(shan dong jian zhu university; jinan 250014; china)
..............page:26-28
Experimental study on seismic behavior of SRC T-shaped column joints under low cyclic reversed loading
deng zhiheng; tang guangxian; xiang ping; wan yunfang; su yisheng; zhang xide(college of civil and architectural engineering; guangxi university; nanning 530004; china)
deng zhiheng; tang guangxian; xiang ping; wan yunfang; su yisheng; zhang xide(college of civil and architectural engineering; guangxi university; nanning 530004; china)
..............page:44-47
Seismic behavior of the cable net wall of the New Poly Plaza Building in Beijing
wu yue1; guo yihong2; sun xiaoying1(1 harbin institute of technology; harbin 150090; china; 2 harbin engineering university; harbin 150001; china)
wu yue1; guo yihong2; sun xiaoying1(1 harbin institute of technology; harbin 150090; china; 2 harbin engineering university; harbin 150001; china)
..............page:63-66
Stability study on thin-walled box-section beam of high-strength steel
gao lei1; sun hongcai2; xu guanyao2; qi liang1(1 engineering institute of engineering corps; plaust; nanjing 210007; china; 2 no.2 institute of engineer corps; general equipment headquarters; beijing 100093; china)
gao lei1; sun hongcai2; xu guanyao2; qi liang1(1 engineering institute of engineering corps; plaust; nanjing 210007; china; 2 no.2 institute of engineer corps; general equipment headquarters; beijing 100093; china)
..............page:13-15,12
Experimental study on radial spherical plain bearing joint connecting Y-column and beam in Shanghai Pudong International Airport Terminal 2
chen yiyi1; zhao xianzhong1; ma yue1; 2; wang shuai1; 3; zhou jian2(1 college of civil engineering; tongji university; shanghai 200092; china; 2 architecture design & research institute of tongji university; shanghai 200092; china; 3 east china architectural design & research institute co.; ltd.; shanghai 200002; china)
chen yiyi1; zhao xianzhong1; ma yue1; 2; wang shuai1; 3; zhou jian2(1 college of civil engineering; tongji university; shanghai 200092; china; 2 architecture design & research institute of tongji university; shanghai 200092; china; 3 east china architectural design & research institute co.; ltd.; shanghai 200002; china)
..............page:16-19
Study on mechanical properties of concrete-filled rectangular steel tube beams
li bin; wen yang(inner mongolia university of science and technology; baotou 014010; china)
li bin; wen yang(inner mongolia university of science and technology; baotou 014010; china)
..............page:51-52,80