1002-848X
2010 Issue 2
Experimental study on the beam-column joint strengthened with CFRP under low-cycle reversed load
liu jinjun~1; wang tianwen~2(1 xiaogan university; xiaogan 432100; china; 2 wuhan university; wuhan 430072; china)
liu jinjun~1; wang tianwen~2(1 xiaogan university; xiaogan 432100; china; 2 wuhan university; wuhan 430072; china)
..............page:70-73
Method for enhancing shear bearing capacity of reinforced concrete beams under concentrated load
zhang rongshan~1; zhang peng~1; he rong~2(1 china tianchen engineering corporation; tianjin 300400; china; 2 china tianchen engineering corporation; shanghai branch; shanghai 200233; china)
zhang rongshan~1; zhang peng~1; he rong~2(1 china tianchen engineering corporation; tianjin 300400; china; 2 china tianchen engineering corporation; shanghai branch; shanghai 200233; china)
..............page:74-76
Experimental research on the cracking moment of normal section for recycled concrete beams
wu jin~1; ding dongfang~2; yang xi~1(1 nanjing university of aeronautics and astronautics; nangjing 210016; china; 2 lianyungang communication bureau; lianyungang 222000; china)
wu jin~1; ding dongfang~2; yang xi~1(1 nanjing university of aeronautics and astronautics; nangjing 210016; china; 2 lianyungang communication bureau; lianyungang 222000; china)
..............page:112-114
Analysis on vibration coupling effect and structural strengthening of a mill building
li pining~(1; 2); peng wenli~1(1 guangxi university; nanning 530004; china; 2 guangxi hualan architectural design & consulting group; nanning 530011; china)
li pining~(1; 2); peng wenli~1(1 guangxi university; nanning 530004; china; 2 guangxi hualan architectural design & consulting group; nanning 530011; china)
..............page:77-80
Research on reinforced bar rust and repairing and strengthening measures to RC frame near the sea
miao jijun~1; li wujiang~1; liu yanchun~1; liu lei~2; ding yuanyu~3(1 college of civil engineering; qingdao technological university; qingdao 266033; china; 2 project supervision & consultation company of qtech; qingdao 266033; china; 3 rizhao construction quality supervision station; rizhao 276826; china)
miao jijun~1; li wujiang~1; liu yanchun~1; liu lei~2; ding yuanyu~3(1 college of civil engineering; qingdao technological university; qingdao 266033; china; 2 project supervision & consultation company of qtech; qingdao 266033; china; 3 rizhao construction quality supervision station; rizhao 276826; china)
..............page:81-83,80
..............page:114
Research on across-wind dynamic response of a 210m-high special-shaped chimney
tang zhuo; wang xue; shu lei; l lingyi(key laboratory for rc&pc structure education ministry southeast university; nanjing 210096; china)
tang zhuo; wang xue; shu lei; l lingyi(key laboratory for rc&pc structure education ministry southeast university; nanjing 210096; china)
..............page:100-102
Design and engineering application of multi-type-pile composite foundation
mao xiaohui~1; fu houli~1; su junyi~(2)(1 college of civil engineering and architecture; shan dong university of science and technology; qingdao 266510; china; 2 jian yan foundation engineering co.; ltd.; beijing 100013; china)
mao xiaohui~1; fu houli~1; su junyi~(2)(1 college of civil engineering and architecture; shan dong university of science and technology; qingdao 266510; china; 2 jian yan foundation engineering co.; ltd.; beijing 100013; china)
..............page:103-105
Design for pile-anchor retaining structure and testing and analysis of prestressed anchor rope
xiong zhibiao; wang qiyun; gu danping(geotechnical engineering department; school of urban construction; university of south china; hengyang 421001; china)
xiong zhibiao; wang qiyun; gu danping(geotechnical engineering department; school of urban construction; university of south china; hengyang 421001; china)
..............page:106-108,92
zai ti zhuang fu he di ji zai bao ding huan bao dian chang di ji chu li zhong de ying yong
xu tong ; yang qi an
xu tong ; yang qi an
..............page:118-119
Structural performance analysis of long-span suspen-dome considering construction factors
wang yongquan~1; guo zhengxing~2; wu yifeng~3; luo bin~2(1 college of water conservancy and hydropower; hohai university; nanjing 210098; china; 2 college of civil engineering; southeast university; nanjing 210096; china; 3 shanghai investigation; design & research institute; shanghai 200434; china)
wang yongquan~1; guo zhengxing~2; wu yifeng~3; luo bin~2(1 college of water conservancy and hydropower; hohai university; nanjing 210098; china; 2 college of civil engineering; southeast university; nanjing 210096; china; 3 shanghai investigation; design & research institute; shanghai 200434; china)
..............page:59-62,73
Experimental study on the effective bond length between BFRP sheets and wood under different BFRP bond layers
hu ling~1; yang yongxin~(1; 2); wang jiangen~1; zhuang rongzhong~(1; 3); chen xujun~1; xing jianying~1(1 college of civil engineering; huaqiao university; quanzhou 362021; china; 2 central research institute of building and construction of mcc group; beijing 100088; china; 3 beijing cci architectural design co.; ltd.; xiamen 360012; china)
hu ling~1; yang yongxin~(1; 2); wang jiangen~1; zhuang rongzhong~(1; 3); chen xujun~1; xing jianying~1(1 college of civil engineering; huaqiao university; quanzhou 362021; china; 2 central research institute of building and construction of mcc group; beijing 100088; china; 3 beijing cci architectural design co.; ltd.; xiamen 360012; china)
..............page:67-69
Finite element numerical simulation of sulciform rigid flange with double-row holes
zheng ruijie~1; shao lianfen~2; tao yongcai~(3)(1 college of civil engineering; tongji university; shanghai 200092; china; 2 school of civil engineering; huanghuai university; zhumadian 463000; china; 3 hangzhou xinxia engineering design consultation ltd.; hangzhou 310014; china)
zheng ruijie~1; shao lianfen~2; tao yongcai~(3)(1 college of civil engineering; tongji university; shanghai 200092; china; 2 school of civil engineering; huanghuai university; zhumadian 463000; china; 3 hangzhou xinxia engineering design consultation ltd.; hangzhou 310014; china)
..............page:49-51
Elastic-plastic interaction between upper and lower columns of singly-stepped columns
tong genshu; huang shan(department of civil engineering; zhejiang university; hangzhou 310058; china)
tong genshu; huang shan(department of civil engineering; zhejiang university; hangzhou 310058; china)
..............page:45-48
Study on selection parameters of short pier steel plate shear walls
guo zhen; yuan yingshu(college of civil engineering; china university of mining and technology; xuzhou 221008; china)
guo zhen; yuan yingshu(college of civil engineering; china university of mining and technology; xuzhou 221008; china)
..............page:40-44
Research on reduction factor in the deformation formula of cold-formed steel beams
miao erping~1; liu xiaofeng~2; peng yiliang~2(1 school of civil engineering; xi an university of architecture and technology; xi an 710055; china; 2 henan electric power survey and design institute; zhengzhou 450007; china)
miao erping~1; liu xiaofeng~2; peng yiliang~2(1 school of civil engineering; xi an university of architecture and technology; xi an 710055; china; 2 henan electric power survey and design institute; zhengzhou 450007; china)
..............page:56-58,55
Analysis on strength calculation method of circular tubular Kjoint under tension force
huang wenjin~(1; 2); chen baochun~(2)(1 fujian agriculture and forestry university; fuzhou 350002; china; 2 fuzhou university; fuzhou 350108; china)
huang wenjin~(1; 2); chen baochun~(2)(1 fujian agriculture and forestry university; fuzhou 350002; china; 2 fuzhou university; fuzhou 350108; china)
..............page:52-55
..............page:16
Seismic design and analysis of a large-base-slab and twin-tower high-rise building with connective structures
huang jin~1; yang xiao~1; wang yangli~2(1 department of civil engineering; shanghai university; shanghai 200072; china; 2 shanghai construction and survey architectural design co.; ltd.; shanghai 200120; china)
huang jin~1; yang xiao~1; wang yangli~2(1 department of civil engineering; shanghai university; shanghai 200072; china; 2 shanghai construction and survey architectural design co.; ltd.; shanghai 200120; china)
..............page:28-32
Design method on the progressive-collapse-resistance of RC frames
ye lieping; lu xinzheng; li yi; liang yi; ma yifei(department of civil engineering; tsinghua university; beijing 100084; china)
ye lieping; lu xinzheng; li yi; liang yi; ma yifei(department of civil engineering; tsinghua university; beijing 100084; china)
..............page:1-7
..............page:7
Elasto-plastic time-history analysis of super high-rise RC structure based on fiber model
han xiaolei~(1; 2); chen xuewei~1; lin shengyi~1; he weiqiu~1; jack cheang~1; wu peifeng~1; mao guiniu~1 (1 school of civil engineering and transportation; south china university of technology; guangzhou 510640; china; 2 key laboratory of subtropic architecture ministry of education; south china university of technology; guangzhou 510640; china)
han xiaolei~(1; 2); chen xuewei~1; lin shengyi~1; he weiqiu~1; jack cheang~1; wu peifeng~1; mao guiniu~1 (1 school of civil engineering and transportation; south china university of technology; guangzhou 510640; china; 2 key laboratory of subtropic architecture ministry of education; south china university of technology; guangzhou 510640; china)
..............page:13-16
Verification and analysis on foreign progressive-collapse-resistance design methods of RC frame structures
liang yi; lu xinzheng; li yi; ye lieping(department of civil engineering; key laboratory of structural engineering and vibration of china education ministry; tsinghua university; beijing 100084; china)
liang yi; lu xinzheng; li yi; ye lieping(department of civil engineering; key laboratory of structural engineering and vibration of china education ministry; tsinghua university; beijing 100084; china)
..............page:8-12
Elasto-plastic analysis of concrete-filled steel tube frame-concrete corewall hybrid structure
tian shuming~1; nie jianguo~2; shang zhihai~1; tan jinpeng~1; wang lijun~1(1 mcc capital engineering & research incorporation limited; beijing 100053; china; 2 key laboratory of structural engineering and vibration of education ministry; department of civil engineering; tsinghua university; beijing 100084; china)
tian shuming~1; nie jianguo~2; shang zhihai~1; tan jinpeng~1; wang lijun~1(1 mcc capital engineering & research incorporation limited; beijing 100053; china; 2 key laboratory of structural engineering and vibration of education ministry; department of civil engineering; tsinghua university; beijing 100084; china)
..............page:17-21
..............page:12
Analysis and research on a structure reinforced by high-level story isolation technology
wu congxiao~1; dai naxin~(2; 3); zhou yun~1; tan ping~1; liu hongbo~4; zhang jianhua~(4)(1 guangzhou university; guangzhou 510006; china; 2 hunan university; changsha 410082; china; 3 south china agricultural university; guangzhou 510640; china; 4 guangdong provincial academy of building research; guangzhou 510500; china)
wu congxiao~1; dai naxin~(2; 3); zhou yun~1; tan ping~1; liu hongbo~4; zhang jianhua~(4)(1 guangzhou university; guangzhou 510006; china; 2 hunan university; changsha 410082; china; 3 south china agricultural university; guangzhou 510640; china; 4 guangdong provincial academy of building research; guangzhou 510500; china)
..............page:63-66
Emergency reinforcement of pile foundation and analysis of extraordinary settlement of a high-rise building
zhang qinghua~1; jin guoping~1; chen gaolu~2; yang yihong~1; han shaohua~3; huang zhenguo~1; zeng yaohua~4(1 wenzhou architectural design and research institute; 2 wenzhou construction bureau; 3 wenzhou architectural institute; 4 wenzhou building society; wenzhou 325003; china)
zhang qinghua~1; jin guoping~1; chen gaolu~2; yang yihong~1; han shaohua~3; huang zhenguo~1; zeng yaohua~4(1 wenzhou architectural design and research institute; 2 wenzhou construction bureau; 3 wenzhou architectural institute; 4 wenzhou building society; wenzhou 325003; china)
..............page:86-88,96
Study on seismic behavior of unbonded post-tensioned hybrid precast coupled wall
cai xiaoning~1; meng shaoping~1; sun weiwei~2; wu chang~1(1 key laboratory of concrete and prestressed concrete structures of ministry of education; southeast university; nanjing 210096; china; 2 nanjing university of science and technology; nanjing 210094; china)
cai xiaoning~1; meng shaoping~1; sun weiwei~2; wu chang~1(1 key laboratory of concrete and prestressed concrete structures of ministry of education; southeast university; nanjing 210096; china; 2 nanjing university of science and technology; nanjing 210094; china)
..............page:25-27
Influence of connection style on seismic response of the connected high-building
zhang dingxi; li chunfeng (department of mechanical and electrical engineering; hexi university; zhangye 734000; china)
zhang dingxi; li chunfeng (department of mechanical and electrical engineering; hexi university; zhangye 734000; china)
..............page:33-36
Study on destruction law and stiffness ductility of T-shaped and L-shaped short shear wall
li qingning~1; li xiaolei~1; lei weining~2(1 xi an university of architecture and technology school of civil engineering; xi an 710055; china; 2 hualu engineering and technology co.; ltd.; xi an 710054; china)
li qingning~1; li xiaolei~1; lei weining~2(1 xi an university of architecture and technology school of civil engineering; xi an 710055; china; 2 hualu engineering and technology co.; ltd.; xi an 710054; china)
..............page:37-39,44
Seismic performance analysis of lightweight aggregate and ordinary concrete frame structures
liu zhefeng; su zhili; yang weijun(school of civil engineering and architecture; changsha university of science and technology; changsha 410076; china)
liu zhefeng; su zhili; yang weijun(school of civil engineering and architecture; changsha university of science and technology; changsha 410076; china)
..............page:22-24,32
Across-wind loads and responses of square high-rise buildings with large aspect ratios
quan yong~1; chen bin~2; gu ming~1(1 state key laboratory for disaster reduction in civil engineering; tongji university; shanghai 200092; china; 2 hangzhou municipal installation supervision and administration center; hangzhou 312000; china)
quan yong~1; chen bin~2; gu ming~1(1 state key laboratory for disaster reduction in civil engineering; tongji university; shanghai 200092; china; 2 hangzhou municipal installation supervision and administration center; hangzhou 312000; china)
..............page:89-92
Experimental study on relationships between tensile strength and compressive strength of ready-mixed concrete at different age
chen meng~1; liu lixin~1; peng shaomin~2(1 school of civil engineering; zhengzhou university; zhengzhou 450002; china; 2 wuhan university of technology; wuhan 430070; china)
chen meng~1; liu lixin~1; peng shaomin~2(1 school of civil engineering; zhengzhou university; zhengzhou 450002; china; 2 wuhan university of technology; wuhan 430070; china)
..............page:109-111
Analysis on along-wind-induced responses and determination of gust response factor on a landscape chimney
zhang wenyuan~1; zheng chaorong~1; zhang yaochun~1; wu yue~1; sun yusong~2(1 school of civil engineering; harbin institute of technology; harbin 150090; china; 2 northeast electric power design institute; changchun 130021; china)
zhang wenyuan~1; zheng chaorong~1; zhang yaochun~1; wu yue~1; sun yusong~2(1 school of civil engineering; harbin institute of technology; harbin 150090; china; 2 northeast electric power design institute; changchun 130021; china)
..............page:97-99,69
Analysis on shear-bonding capability of solid-webbed steel reinforced concrete short column
wei jianping~1; zhang xinghu~2; jiang weishan~2(1 building engineering department; engineering college; shanxi normal university; linfen 041000; china; 2 civil engineering college; xi an university of architecture and technology; xi an 710055; china)
wei jianping~1; zhang xinghu~2; jiang weishan~2(1 building engineering department; engineering college; shanxi normal university; linfen 041000; china; 2 civil engineering college; xi an university of architecture and technology; xi an 710055; china)
..............page:115-117
Reinforcement treatment in floating resistance of an underground garage constrained by multi-towers around
lai ying; jin guofang(research institute of structural engineering and disaster reduction; tongji university; shanghai 200092; china)
lai ying; jin guofang(research institute of structural engineering and disaster reduction; tongji university; shanghai 200092; china)
..............page:84-85,117
Influence on wind-induced vibration response of multiple mode shape and cross part of mode displacement of Quang Ninh Stadium cantilever roof in Vietnam
liu dan~(1; 2); huang bencai~1; wang congjun~1; lin gao~3(1 school of aerospace engineering and applied mechanics; tongji university; shanghai 200092; china; 2 sinomatech wind power blade co.; ltd.; beijing 102101; china; 3 shanghai institute of architectural design and research co.; ltd.; shanghai 200041; china)
liu dan~(1; 2); huang bencai~1; wang congjun~1; lin gao~3(1 school of aerospace engineering and applied mechanics; tongji university; shanghai 200092; china; 2 sinomatech wind power blade co.; ltd.; beijing 102101; china; 3 shanghai institute of architectural design and research co.; ltd.; shanghai 200041; china)
..............page:93-96