An efficient method for reliable optimum design of trusses

被引:13
|
作者
Dizangian, Babak [1 ]
Ghasemi, Mohammad Reza [2 ]
机构
[1] Velayat Univ, Dept Civil Engn, Iranshahr, Iran
[2] Univ Sistan & Baluchestan, Dept Civil Engn, Zahedan, Iran
来源
STEEL AND COMPOSITE STRUCTURES | 2016年 / 21卷 / 05期
关键词
design amplification factor; reliable; optimum; trusses; RESPONSE-SURFACE METHOD; STRUCTURAL RELIABILITY; GENETIC ALGORITHM; OPTIMIZATION; SPACE;
D O I
10.12989/scs.2016.21.5.1069
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper introduces a new and effective design amplification factor-based approach for reliable optimum design of trusses. This paper may be categorized as in the family of decoupled methods that aiming for a reliable optimum design based on a Design Amplification Factor (DAF). To reduce the computational expenses of reliability analysis, an improved version of Response Surface Method (RSM) was used. Having applied this approach to two planar and one spatial truss problems, it exhibited a satisfactory performance.
引用
收藏
页码:1069 / 1084
页数:16
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