Citation: | Wang Cheng Zhang Yigang Tan Zhengguang, . ANALYSIS OF LOADING PROCESS OF THE IRSSP AFFECTED BY WEB MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 89-92. doi: 10.13204/j.gyjz200811022 |
[2] 张毅刚,王成.辐射型体内张拉成形空间网格结构:中国,200620113271.2007-09
|
张毅刚,王成,谭争光,等.一种新型的空间结构形式--体内张拉成形空间网格结构.工业建筑,2007,37(增刊):71-74
|
[3] 张毅刚,王成,谭争光,等.基于ANSYS程序的大跨度张弦立体桁架参数分析//第十三届全国工程建设计算机应用学术会议论文集.佛山:2006
|
[4] 丁明.张拉整体桁架结构成形机理研究:[硕士学位论文].北京:北京工业大学,2003
|
[5] 白正仙,刘锡良,李义生.单榀张弦梁结构各因数的影响分析.钢结构,2001,16(3):42-46
|
[6] 张毅刚,薛素铎,杨庆山,等.大跨空间结构,北京:机械工业出版社,2005
|
[7] 秦乃兵,张毅刚,吴金志,等.张拉整体桁架钢结构成形过程参数分析.北京工业大学学报,2005,29(3):267-271
|
[8] 宋威,张毅刚,韩青,等.新型体内预应力钢屋架成形试验研究//空间结构分会年会论文集.兰州:2006
|
[9] Hancock G J,Key P W,Clarke M J.Structural Tests on the Top Chord of Strarch//Pacific Structural Steel Conference.1989:557-569
|
[10] Hancock G J,Key P W,Olsen C J.Structural Behavior of a Strarch Structure System//9th Institute Speciality Conference.Louis:1988
|
[11] Clarke J.Hancock G J.Finite-Element Nonlinear Analysis of Strarch Research:[Report No.R605].Sydney:Sydney University,1990
|
[12] Key P W,Mansell D S,Morgan P R,et al.Full-Scale Testing of a 30in Span Strarch Industrial Building//Second National Structural Engineering Conference.Adelaide:1990:351-355
|