期刊文献+

考虑整体稳定的单层网壳截面优化设计 被引量:14

Sectional optimum design of single-layer lattice shells considering structural stability
在线阅读 下载PDF
导出
摘要 整体稳定性是单层网壳结构设计中的一个关键问题.在进行此类结构的优化时,必须考虑整体稳定性的影响才能得到符合规程要求的设计.本文综合考虑了位移、应力和杆件稳定以及结构整体稳定性条件,提出了基于最优准则法的优化设计方法,可按照钢结构设计规范和网壳结构规程的要求,对单层网壳结构进行杆件截面设计. Structural stability is a key problem in the design of single-layer lattice shells, In the optimization of such structures, the effect of structural stability must be considered to obtain a design accordi which stress, ng with can be the code. An optimization method based on the used in optimum design of single-layer lattice optimality criteria is proposed in this paper, shells. The constraints of displacements, member stability and structural stability are considered. The requirements of Code for Design of Steel Structures and Technical Specification for Latticed Shells are fulfilled.
作者 王法武 唐敢
出处 《空间结构》 CSCD 北大核心 2006年第3期31-34,6,共5页 Spatial Structures
关键词 单层网壳 优化设计 结构稳定 single-layer lattice shells optimum design structural stability
  • 相关文献

参考文献9

  • 1方有珍,王秀丽,朱彦鹏.凯威特型单层球面网壳的优化设计[J].甘肃工业大学学报,1999,25(3):91-96. 被引量:9
  • 2曹正罡,范峰,沈世钊.单层球面网壳结构弹塑性稳定性能研究[A].第十一届空间结构学术会议论文,2005:205-210.
  • 3.JGJ61-2003.网壳结构技术规程[S].北京:中国建筑工业出版社,2003..
  • 4张年文,董石麟,黄业飞,赵阳.考虑几何非线性影响的单层网壳优化设计[J].空间结构,2003,9(1):31-34. 被引量:15
  • 5.GB50017-2003.钢结构设计规范[S].北京:中国计划出版社,2003..
  • 6刘宗发,李正良,晏致涛.单层球面网壳的优化分析[J].重庆建筑大学学报,2005,27(1):67-70. 被引量:9
  • 7钟穗东,贾乃文.球形网壳的优化设计[J].空间结构,2004,10(4):48-51. 被引量:5
  • 8Chan S L,Zhou Z H.Pointwise equilibrating polynomial element for nonlinear analysis of frames[J].Journal of Structural Engineering,ASCE,1994,120(6):1703-1717.
  • 9Zhou Z H,Chan S L.A self-equilibrating element for second order analysis of semi-rigid jointed frames[J].Journal of engineering Mechanics,ASCE,1995,121(8):896-902.

二级参考文献15

  • 1贾乃文,周楚荣.拱型变厚度折板结构的内力分析[J].空间结构,2000,6(4):36-40. 被引量:3
  • 2[1]Dag Kavlie,Johannes Moe.Automated design of frame structures[J].Journal of Structural Division,ASCE,1971,97(1):33-62.
  • 3[2]Enrique I Tabak,Peter M Wright.Optimality criteria method for building frames[J].Journal of Structural Division,ASCE,1981,107(7):1327-1342.
  • 4[3]M P Saka.Optimum design of steel frames with stability constraints[J].Computers & Structures,1991,41(6):1365-1377.
  • 5[4]M P Saka.Optimum design of nonlinear elastic framed domes[J].Advances in Engineering Software,1998,29(7):519-528.
  • 6[5]Mohsin R Khan.Optimality criterion techniques applied to frames having general cross-sectional relationships[J].AIAA Journal,1984,22(5):669-676.
  • 7[6]N S Khot.Nonlinear analysis of optimized structure with constraints on system stability[J].AIAA Journal,1983,21(8):1181-1186.
  • 8GB50017—2003.钢结构设计规范[S].[S].,..
  • 9JGJ61—2003/J258—2003.网壳结构技术规程[S].[S].,..
  • 10M. P. Saka. Optimum design of nonlinear elastic framed domes [J]. Advances in Engineering Software, 1998,29 ( 7 ) : 519 - 528.

共引文献42

同被引文献72

引证文献14

二级引证文献47

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部