期刊文献+

超高层建筑结构选型技术研究 被引量:2

Study on selection method of structural schemes of super tall building
原文传递
导出
摘要 对于超高层建筑的设计,往往有多个可供选择的结构方案。为了能够科学快速地选择出建筑功能、结构性能、抗震性能和经济性能等综合指标都能达到最满意的结构方案,本文基于模糊数学和层次分析法的原理采用模糊层次综合优选法来确定超高层建筑的结构方案。该法首先将影响超高层建筑结构方案选择的因素划分为包括目标层、准则层和指标层三部分的递阶层次结构,其中准则层因素分为静力性能、多遇地震下抗震性能和经济性能三类,指标层因素又细分为21个指标;然后给出了各指标的隶属函数,从而求出各指标的隶属度和指标层相对于准则层的权重集;最后根据模糊矩阵合成运算得出最终的综合评判结果。该法既避免反复试算造成的人力、物力资源的浪费,又避免了专家个人能力局限性的制约,具有重要的工程价值。 For the design of super tall building,there are usually several proposed structural schemes to be selected.The best structural scheme should be provided with the most rational technical index including mechanical behavior index,seismic behavior index,and cost-efficiency index.In order to achieve this scheme scientifically and rapidly,this paper presents the multilevel fuzzy comprehensive optimization method(MFCOM) based on fuzzy mathematics and analytical hierarchy process.Firstly,this method divides the influencing factors of structural scheme selection of super tall building into the multilevel structure,which includes three levels: goal level,rule level and index level.The rule level includes static behavior,the seismic behavior index of frequent level and economic performance.The index level includes twenty-one factors.The determination of membership function of each factor in index level is then presented,and then membership degree of each index and weight set of index level to rule level are derived.The fuzzy comprehensive evaluation result is finally obtained according to fuzzy matrix synthesized operation.This method can avoid repeating calculation which results in the excessive human and material resources,and can decrease the constraint of the personal competence of the specialist,and has important engineering value.
出处 《建筑结构学报》 EI CAS CSCD 北大核心 2007年第S1期263-268,共6页 Journal of Building Structures
关键词 超高层建筑 结构选型 模糊数学 模糊层次综合优选法 因素隶属度 因素权重集 super tall building structural scheme selection fuzzy mathematics multilevel fuzzy comprehensive optimization method(MFCOM) membership degree weight set
  • 相关文献

参考文献2

二级参考文献18

  • 1黄杰民.21世纪高层建筑的高新技术预测[J].建筑结构,1995,25(2):3-8. 被引量:9
  • 2赖明,杨溥.钢筋混凝土抗震结构选型的模糊综合评判[J].建筑结构学报,1996,17(4):44-51. 被引量:13
  • 3张瑾.基于神经元网络的高层建筑结构初步设计专家系统(HIDE-1)(清华大学博士论文)[M].,1989..
  • 4何广乾 林少培 等.高层建筑初步设计专家系统.国家自然科学基金会重大项目《工程建设中智能辅助决策系统应用研究》6.1子课题[M].,1991..
  • 5李楚舒.高层建筑结构初步设计的原型专家系统(HIPRED)(清华大学硕士论文)[M].,1996..
  • 6李楚舒,工程力学,1998年,15卷,4期
  • 7李楚舒,今日电子,1997年,48期
  • 8刘西拉,结构工程学科的现状与展望,1997年
  • 9李楚舒,硕士学位论文,1996年
  • 10何广乾,国家自然科学基金会重大项目《工程建设中智能辅助决策系统应用研究)6.1子课题,1991年

共引文献55

同被引文献18

  • 1Harty N, Danaher M. Evaluating preliminary struc- tural designs in an expert system[J]. Computers and Structures, 1997,63 (6) : 1243-1249.
  • 2Chan C M, Wang Q. Nonlinear stiffness design opti- mization of tall reinforced concrete buildings under service loads[J]. Journal of Structural Engineering ASCE, 2006,132(6) :978-990.
  • 3Saka M P. Optimum design of steel sway frames to BS5950 using harmony search algorithm[J]. Journal of Constructional Steel Research, 2009,65 : 36-43.
  • 4Holland J H. Adaptive in Natural and Artificial Systems[M]. Ann Arbor: University of Michigan, 1975.
  • 5Goldberg D E. Genetic Algorithms in Search, Opti- mization,and Machine Learning [M]. New York: Addison -Wesley, 1989.
  • 6Lakes R. Materials with structural hierarchy[J]. Na- ture, 1993,361:511-515.
  • 7Harty. N. Danaher . M A knowledge based approach to preliminary design of building [J]. Proceedings of the Institution of Civil Engineers. Structures and Building, 1994,104: 135-144.
  • 8Sabouni A.R. And Mourad O. M. Quantitative knowl- edge based approach for preliminary design of tall buildings [J]. Artificial intelligence in Engineering, 1997(11 ) : 143-154.
  • 9李良慧.建筑房屋钢结构与混凝土结构的技术经济比较[D].山东:青岛理工大学,2012.
  • 10何广乾.高层建筑的结构体系[C].第十二届全国高层建筑结构学术交流会,1994.

引证文献2

二级引证文献9

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