Optimum topological bracing design of tall steel frames subjected to dynamic loading
Abstract
In this paper, a frame structural topology optimization methodology for the generation of moment resisting braced frames for tall buildings, considering dynamic seismic loading, is presented. Real-world loading conditions along with standardized steel profiles of Euronorm are employed. In the literature, the studies that employ the ground structure topology optimization method are limited mostly to truss structures under static loading...
Paper Details
Title
Optimum topological bracing design of tall steel frames subjected to dynamic loading
Published Date
Jan 1, 2022
Journal
Volume
259
Pages
106705 - 106705
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