Performance-based design optimization of tall concrete framed structures subject to wind excitations

This paper presents an integrated computational design optimization method for the performance-based design of tall buildings subjected to various levels of wind excitation. A performance-based wind engineering design framework is proposed by defining various performance objectives associated with m...

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Published inJournal of wind engineering and industrial aerodynamics Vol. 139; pp. 70 - 81
Main Authors Huang, M.F., Li, Qiang, Chan, C.M., Lou, W.J., Kwok, K.C.S., Li, G.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.04.2015
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ISSN0167-6105
DOI10.1016/j.jweia.2015.01.005

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Summary:This paper presents an integrated computational design optimization method for the performance-based design of tall buildings subjected to various levels of wind excitation. A performance-based wind engineering design framework is proposed by defining various performance objectives associated with multiple levels of wind hazards. A nonlinear static pushover analysis is employed to predict the inelastic drift performance of tall buildings subject to very rare extreme wind events. The optimal performance-based design problem considering inelastic deformation is formulated and solved by the augmented optimality criteria method. The effectiveness and practicality of the optimal wind-resistant performance-based design technique are illustrated by a practical 40-story residential building.
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ISSN:0167-6105
DOI:10.1016/j.jweia.2015.01.005