Volume 2, Number 3 (7-2012)                   2012, 2(3): 383-405 | Back to browse issues page


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Kaveh A, Zakian P. PERFORMANCE BASED OPTIMAL SEISMIC DESIGN OF RC SHEAR WALLS INCORPORATING SOIL–STRUCTURE INTERACTION USING CSS ALGORITHM. International Journal of Optimization in Civil Engineering. 2012; 2 (3) :383-405
URL: http://ijoce.iust.ac.ir/article-1-98-en.html

Abstract:   (4345 Views)
In this article optimal design of shear walls is performed under seismic loading. For practical aims, a database of special shear walls is created. Special shear walls are used for seismic design optimization employing the charged system search algorithm as an optimizer. Constraints consist of design and performance limitations. Nonlinear behavior of the shear wall is taken into account and performance based seismic design optimization is accomplished. Capacity curves of the optimal solution are determined and compared incorporates soil–structure interaction. Also an optimization based method is proposed for bilinear approximation of capacity curve. These are a new methodology for seismic RC shear wall optimum design.
Full-Text [PDF 203 kb]   (2768 Downloads)    
Type of Study: Research | Subject: Optimal design
Received: 2012/08/3

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