Erratum for “Earthquake Resistant Design of Unbraced Frames”
نویسندگان
چکیده
منابع مشابه
DESIGN OPTIMIZATION OF RC FRAMES UNDER EARTHQUAKE LOADS
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EIGENVECTORS OF COVARIANCE MATRIX FOR OPTIMAL DESIGN OF STEEL FRAMES
In this paper, the discrete method of eigenvectors of covariance matrix has been used to weight minimization of steel frame structures. Eigenvectors of Covariance Matrix (ECM) algorithm is a robust and iterative method for solving optimization problems and is inspired by the CMA-ES method. Both of these methods use covariance matrix in the optimization process, but the covariance matrix calcula...
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ژورنال
عنوان ژورنال: Journal of the Structural Division
سال: 1973
ISSN: 0044-8001,2690-3377
DOI: 10.1061/jsdeag.0003609