System reliability-based configuration optimization of trusses

被引:38
作者
Thampan, CKPV [1 ]
Krishnamoorthy, CS
机构
[1] Nair Serv Soc Coll Engn, Dept Civil Engn, Palakkad 678008, India
[2] Indian Inst Technol, Struct Engn Div, Dept Civil Engn, Madras 600036, Tamil Nadu, India
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2001年 / 127卷 / 08期
关键词
D O I
10.1061/(ASCE)0733-9445(2001)127:8(947)
中图分类号
TU [建筑科学];
学科分类号
0813 [建筑学];
摘要
Reliability-based structural optimization (RBSO) considering probability distributions of random variables pertaining to load and strength parameters and satisfying system level reliability requirements is essential for optimization of practical structures. The computational and modeling complexities in RBSO using system level reliability constraints and the limitations of mathematical programming techniques are briefly discussed. The assessment of system reliability of real structures by the failure mode approach leads to numerous failure modes and requires complex modeling. A modified branch-and-bound algorithm is proposed to perform the system reliability assessment of discrete structures by failure-mode approach, and its computational efficiency in the optimization process is illustrated. Genetic algorithm based methodology for reliability-based configuration optimization of trusses is proposed, which satisfactorily addresses the computational and convergence problems. It is concluded that genetic algorithm based RBSO of trusses treating member sizes and configuration as design variables provides better optimal solutions for practical structures.
引用
收藏
页码:947 / 956
页数:10
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