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钢框架结构二阶弹塑性变形的一种实用分析模型
引用本文:张玉生,孙燕,胡孔国. 钢框架结构二阶弹塑性变形的一种实用分析模型[J]. 工业建筑, 2001, 31(5): 54-55,61
作者姓名:张玉生  孙燕  胡孔国
作者单位:铁道部第四勘测设计院武汉 430063;中国矿业大学北京校区北京 100081;国家工业建筑诊断与改造工程技术研究中心北京 100088
摘    要:为精确反映钢框架结构中塑性发展、分布和塑性铰的产生顺序 ,反映构件的P -δ效应、整体P -Δ效应和初始缺陷等 ,提出了改进的Comp -P单元[6 ] ,从而能很好地描述结构在各种荷载作用下的变形情况。该单元使用方便 ,用 1单元 构件划分方式 ,适应于大型结构非线性动力分析的需求

关 键 词:弹塑性变形  塑性铰  分布塑性  Ρ-δ效应  P-Δ效应

A NEW MODEL FOR SECOND-ORDER ELASTO-PLASTIC ANALYSIS OF STEEL FRAMES
Zhang Yusheng. A NEW MODEL FOR SECOND-ORDER ELASTO-PLASTIC ANALYSIS OF STEEL FRAMES[J]. Industrial Construction, 2001, 31(5): 54-55,61
Authors:Zhang Yusheng
Affiliation:Zhang Yusheng(The Fourth Survey Design Institute of Railway Ministry Wuhan 430063) Sun Yan(China University of Mining Technolgy Beijing 100081) Hu Kongguo(National Engineering Research Center for Diagnosis and Rehablitation of Industrial Building
Abstract:In this paper, a refined Comp P element model is presented to describe the development and distributing of plasticity in a steel frame, as well as the appearing sequence of plastic hinges,the P-δ effect and the P-Δ effect.Deformations under all kinds of loads can also be well reflected.Moreover,it can model the steel structure with the permission of single element per member, so that non linear dynamic analysis for large structure can be well performed.
Keywords:elasto plastic deformation plastic hinge distributed plasticity P-δ effect P-Δ effect
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