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Information Journal Paper

Title

OPTIMAL PLASTIC DESIGN OF FRAMES USING EVOLUTIONARY STRUCTURAL OPTIMIZATION

Pages

  165-170

Abstract

 An evolutionary structural OPTIMIZATION (ESO) method is used for PLASTIC DESIGN of frames. Based on SAFE THEOREMs some criteria are derived and made an effort to satisfy them during the OPTIMIZATION process. In this regard, equilibrium is checked and yield condition is gradually satisfied during the OPTIMIZATION process. In this method, the amount of used material and the stiffness for each element are improved, simultaneously, to impose upper bound of moment in the element. Frame analysis and OPTIMIZATION algorithm are implemented as PLADOF (PLAstic Design of Frames) computer code. Four examples are presented to illustrate the performance of the algorithm.

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    • Cite

    APA: Copy

    KHANZADI, MOSTAFA, & TAVAKKOLI, SEYED MEHDI. (2011). OPTIMAL PLASTIC DESIGN OF FRAMES USING EVOLUTIONARY STRUCTURAL OPTIMIZATION. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 9(3), 165-170. SID. https://sid.ir/paper/271875/en

    Vancouver: Copy

    KHANZADI MOSTAFA, TAVAKKOLI SEYED MEHDI. OPTIMAL PLASTIC DESIGN OF FRAMES USING EVOLUTIONARY STRUCTURAL OPTIMIZATION. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING[Internet]. 2011;9(3):165-170. Available from: https://sid.ir/paper/271875/en

    IEEE: Copy

    MOSTAFA KHANZADI, and SEYED MEHDI TAVAKKOLI, “OPTIMAL PLASTIC DESIGN OF FRAMES USING EVOLUTIONARY STRUCTURAL OPTIMIZATION,” INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, vol. 9, no. 3, pp. 165–170, 2011, [Online]. Available: https://sid.ir/paper/271875/en

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