Study on inspection method of applicable performance on steel frame structure based on local loading
song mingzhi~1; l henglin~2(1 college of civil engineering; huaihai institute of technology; lianyungang 222005; china; 2 school of architecture and civil engineering; china university of mining and technology; xuzhou 221116; china)

..............page:13-15,37

Design of control joint structure
zhang jian; liu guiran(shanghai institute of architecture design and research; shanghai 200041; china)

..............page:70-71,113

Vertical buckling-resistant design of steel plate shear wall structure
nie jianguo; huang yuan; fan jiansheng(department of civil engineering; tsinghua university; beijing 100084; china)

..............page:1-4,18

Mechanical behavior analyses of high strength concrete-filled square steel tube columns under the low cyclic load
gao chunyan~1; li bin~1; liu zhifeng~(2)(1 architectural engineering institute; inner mongolia scientific and technical university; baotou 014010; china; 2 design and research institute of baotou steel(group) corp.; baotou 014010; china)

..............page:80-82,106

Experimental study on hysteretic behavior of K and Y-eccentrically braced steel frames
yu anlin; zhao baocheng; li renda; shen miao(jiangsu key laboratory of structure engineering(university of science and technology of suzhou); suzhou 215011; china)

..............page:9-12

Influence of Expo Axis large-deep excavation construction on environment in Shanghai
sun yuyong~(1; 2); zhou shunhua~2; li bo~3; wang hongxin~3; yuan xiang~2(1 college of civil engineering; tongling school; tongling 244000; china; 2 key laboratory of road and traffic engineering of the ministry of education; tongji university; shanghai 201804; china; 3 shanghai no.2 municipal engineering co.; ltd.; shanghai 200065; china)

..............page:89-91

Shear calculation of steel-concrete composite beams
sun jin; wu xiao; yang lijun(department of civil and architectural engineering; hunan university of arts and science; changde 415000; china)

..............page:87-88,95

Analysis of effective flange width on composite steel-concrete beams with openings in concrete slab
nie jianguo; wang yuhang(dept.of civil eng.; key lab.structural eng.and vibration of china education ministry; tsinghua univ.; beijing 100084; china)

..............page:72-75

Load transfer calculation of super-long piles considering negative friction
chen jun; yao wenjuan(department of civil engineering; shanghai university; shanghai 200072; china)

..............page:96-98,120

Introduction of standard atlas Trapezoid Steel Roof Truss (05G511) and Trapezoid Steel Roof Truss of Light Roofing (05G515)
wu yanyan~1; wang hongtao~1; wang yijun~2(1 china inst.of building standard design & research; beijing 100044; china; 2 beijing jiaotong univ.; beijing 100044; china)

..............page:117-120

Contrast test study on reinforced concrete honeycombed-core floor and reinforced concrete multi-ribbed floor
yang weijun; zhang zhenhao; mai gaobo(college of bridge and structure engineering; changsha university of science and technology; changsha 410076; china)

..............page:107-110

Experimental research on the flexural behavior of prestressed high strength concrete pipe piles
zeng qingxiang~1; liang huanhua~2; li fayao~2; xiao zhilan~1; zhu zhenlin~2; dong qinghua~1(1 school of civil engineering and architecture; wuyi university; jiangmen 529020; china; 2 pile foundation subsidiary of guangdong no.7 construction group ltd.; jiangmen 529000; china)

..............page:114-116

jian xun

..............page:8,40,86

Dynamic progressive collapse analysis of steel frame structure
wang tiecheng~(1; 2); liu chuanqing~1(1 school of civil engineering; tianjin university; tianjin 300072; china; 2 tianjin key laboratory of civil engineering structure and new materials; tianjin 300072; china)

..............page:5-8

Calculation analysis on effective area of H-section under axial compression
li zijie; zhang qilin; liu shenru(department of building engineering; tongji university; shanghai 200092; china)

..............page:24-26

Design of the large-span prestressed box beam of volleyball gymnasium for Guangzhou 2010 Asian Games
xie shu~1; zhou wei~2; lei wenjun~1; xu mingxin~1(1 architectural design and research institute; south china university of technology; guangzhou 510641; china; 2 school of civil engineering; harbin institute of technology; harbin 150090; china)

..............page:63-65,75

Experimental research and finite element analysis on stiffening rib in corner joints of gabled frames
wang yu~1; liu yongjun~1; li haobang~2(1 school of civil engineering; shenyang jianzhu university; shenyang 110168; china; 2 china northeast architectural design and research institute; shenyang 110006; china)

..............page:31-33

Effective length factor of column in eccentrically braced steel frames with semi-rigid connections
wang wanzhen; guo jinchi; sun yuping; dang xinghai(school of civil engineering; lanzhou university of technology; lanzhou 730050; china)

..............page:16-18

Experimental study and simplified calculation method of prefabricated steel-mesh cement infilled panels
pan peng~(1; 2); qian jiaru~(1; 2); pan zhenhua~1; zhao zuozhou~(1; 2); cao haiyun~(1)(1 dep.of civil eng.; 2 key lab.of stru.eng.and vibration; ministry of education; tsinghua univ.; beijing 100084; china)

..............page:41-43

Three problems and suggestions of the design on the specification CECS102:2002
chen youquan; wang lei (zhejiang hangxiao steel structure co.; ltd.; hangzhou 310003; china)

..............page:27-30,33

Design of a high-rise frame-shear wall structure with the underpinning structure at basement
ling yuhong~1; chen qingjun~(2; 3); fang xiaodan~1; jiang yi~1(1 architecture design & research institute; south china university of technology; guangzhou 510641; china; 2 school of civil and transportation engineering; south china university of technology; guangzhou 510641; china; 3 state key laboratory of subtropical building science; guangzhou 510641; china)

..............page:44-46

Structural design for Hangzhou Wanyin International Building
liu zhonghua; xiao zhibin; yin xiong; ma yue(architectural design and research institute of zhejiang university; hangzhou 310027; china)

..............page:50-53,62

Displacement-based deformation capacity design method of steel reinforced concrete shear walls
bai liang~1; liang xingwen~2(1 school of civil engineering; chang an university; xi an 710061; china; 2 key laboratory for structural engineering andearthquake resistance of china education ministry; xi an university of architecture and technology; xi an 710055; china)

..............page:76-79

Characteristics and design examples of diagonal grid-beam structures
xia yan; wei daping(nanjing municipal institute of civil architecture co.; ltd.; nanjing 210006; china)

..............page:66-69

Structural system selection and optimization design of high-rise residential buildings
tan fanglan(guangxi hualan design & consult group; nanning 530011; china)

..............page:58-62

Study on shear-carrying capacity of through high strength bolts-end plate connection for concrete filled square steel tube column
he yibin~1; huang pin~1; leng qiaojuan~2; xiao alin~1(1 college of civil engineering; hunan university; changsha 410082; china; 2 college of civil engineering; tongji university; shanghai 200092; china)

..............page:83-86

Model test study on resistance of rock-socketed piles in red-sandstone rock
xiong zhibiao; wang qiyun; gu danping(geotechnical engineering department; school of urban construction; university of south china; hengyang 421001; china)

..............page:92-95

Analysis on crack of cast-in-place dense rib hollow ceiling of a concrete frame
zheng jianjun~1; wang dajun~2; li derong~(3)(1 gansu civil engineering research institute; lanzhou 730020; china; 2 institute of gansu architectural design and research; lanzhou 730000; china; 3 gansu constructional experts commission; lanzhou 730000; china)

..............page:111-113

Simplified method to distinguish the rational arrangement of shear walls in frame-shear wall structures
liu zhefeng; su zhili; yang weijun(school of civil engineering and architecture; changsha university of science and technology; changsha 410076; china)

..............page:103-106

Foundation pressure of rectangular footing under bidirectional eccentric loads
du minggan~1; deng shasha~(2)(1 gemdale corporation(shanghai); shanghai 201802; china; 2 shanghai university of electric power; shanghai 200090; china)

..............page:99-102

Calculation method for buckling of thin-walled steel structure
liu gang(suning universal group; nanjing 210004; china)

..............page:19-23,69

Structural design and analysis of a complex high-rise building
zhang qiang; deng yiwen(guangdong construction vocation technology institute; guangzhou 510450; china)

..............page:54-57

Design of a heavy steel structure industrial building
zhou rui(cccc third harbor consultants co.; ltd.; shanghai 200032; china)

..............page:34-37

Study on mechanical performance of steel planar truss under fire
liu minglu; zhao jincheng; jin meng(department of civil engineering; shanghai jiaotong university; shanghai 200240; china)

..............page:38-40

Structural design on major-minor gymnasium of the International Pingpang Train Base Project of China in Tongzhou
cao zhiyi; kan jianzhong; gan gang; zhang mingshan(architectural design and research institute of zhejiang university; hangzhou 310027; china)

..............page:47-49