%0 Journal Article %T AREA RATIO METHOD OF OPTIMAL DESIGN FOR STATICALLY INDETERMINATE SHAPE STEEL TRUSS
超静定型钢桁架优化设计的面积比法 %A REN Zhizhang %A SIMA Yuzhou %A WEN Weili %A ZHAO Bing %A CHEN Xiaozhen %A
任治章 %A 司马玉洲 %A 温伟力 %A 赵冰 %A 陈孝珍 %J 力学与实践 %D 2006 %I %X The rule of full stress is an efficient method in the optimal design for statically indeterminate shape steel truss. But the major shortcoming of this method is that the convergent speed is very slow. In this paper, a new area ratio method for the optimal design based on full stress is proposed on the basis of "the direct method of stability design for shape steel columns", in which the convergent speed of repeated calculations is greatly improved, and the design cost is effectively reduced. %K shape steel truss %K full stress optimal design %K area ratio method
型钢桁架 %K 满应力 %K 优化设计 %K 面积比法 %U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=0BF5C9FB031A532ED0A6D99DC4F6181A&aid=ABA0E2CDEA1A5353&yid=37904DC365DD7266&vid=D3E34374A0D77D7F&iid=38B194292C032A66&sid=2A3781E88AB1776F&eid=286FB2D22CF8D013&journal_id=1000-0879&journal_name=力学与实践&referenced_num=0&reference_num=3