Optimum Performance-Based Seismic Design Using a Hybrid Optimization Algorithm

被引：6
|
作者：
Talatahari, S. [1 ]
Hosseini, A. [2 ]
Mirghaderi, S. R. [2 ]
Rezazadeh, F. [2 ]
机构：
[1] Univ Tabriz, Dept Civil Engn, Tabriz, Iran
[2] Univ Tehran, Dept Civil Engn, Fac Engn, Tehran, Iran
来源：
MATHEMATICAL PROBLEMS IN ENGINEERING | 2014年 / 2014卷
关键词：
ARTIFICIAL BEE COLONY; ASYMMETRIC BUILDING SYSTEMS; PUSH-OVER ANALYSIS; DIFFERENTIAL EVOLUTION; STRATEGY; SEARCH; BEHAVIOR;
D O I：
10.1155/2014/693128
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A hybrid optimization method is presented to optimum seismic design of steel frames considering four performance levels. These performance levels are considered to determine the optimum design of structures to reduce the structural cost. A pushover analysis of steel building frameworks subject to equivalent-static earthquake loading is utilized. Thealgorithm is based on the concepts of the charged system search in which each agent is affected by local and global best positions stored in the charged memory considering the governing laws of electrical physics. Comparison of the results of the hybrid algorithm with those of other metaheuristic algorithms shows the efficiency of the hybrid algorithm.
引用
收藏
页数：8
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