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Improving the Condition of Skeletal Structures Stiffness Matrices Using Genetic Algorithm (GA)

عنوان مقاله: Improving the Condition of Skeletal Structures Stiffness Matrices Using Genetic Algorithm (GA)
شناسه ملی مقاله: CESCM03_121
منتشر شده در سومین کنفرانس ملی زلزله و سازه در سال 1391
مشخصات نویسندگان مقاله:

S.M Vaezi Nejad - PhD Student, Department of Civil Engineering, Bahonar University, Kerman, Iran
S.M Marandi - Assoc. Prof., Department of Civil Engineering, Bahonar University, Kerman, Iran
S.S NaserAiavi
J. Salajeghe,

خلاصه مقاله:
At the present study, the condition of structural stiflhess matrices is attempted to be improved using the genetic algorithm. In order to find an optimally conditioned cut set basis, leading to better-conditionedstiffness matrices, some conditioning numbers are selected as objective fimctions to minimize by using the genetic algorithm. Some examples are presented to illustrate the performance of the method

کلمات کلیدی:
Ill conditioning, Stiffuess matrices, Genetic Algorithm

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/184579/