当前位置: 首页> 国外交通期刊数据库 >详情
原文传递 Response Bounds of Elastic Structures in the Presence of Interval Uncertainties
题名: Response Bounds of Elastic Structures in the Presence of Interval Uncertainties
其他题名: Brooke,A.,Kendrick,D.,Meeraus,A.,and Raman,R.(1998).GAMS:A user's guide,General Algebraic Modeling System(GAMS)Development Corporation,Washington,DC.
正文语种: 英文
作者: Sawekchai Tangaramvong
关键词: Elastic structures;Finite element;Interval uncertainty;Nonlinear programming;Analysis and computation
摘要: A mathematical-programming (MP)-based approach is proposed to directly determine the two extreme [(1) minimum, and (2) maximum] bounds of some static response quantity for elastic structures subject to the simultaneous application of interval applied forces and interval elastic material properties. Such a direct determination scheme reformulates the interval finite-element (FE) analysis into a pair of standard nonlinear programming (NLP) problems that can be solved by any available NLP code. Not only does the proposed method advantageously bypass any computationally expensive combinatorial searches to capture the response limits, but it can also directly accommodate any dependency in the interval data. Some examples are presented to illustrate the robustness and efficiency of the method.
出版年: 2015
论文唯一标识: P-26Y2015V141N12003
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001297
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 12
页码: 7-14
检索历史
应用推荐