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Multiobjective optimization for performance-based seismic design of steel moment frame structures

✍ Scribed by Min Liu; Scott A. Burns; Y. K. Wen


Publisher
John Wiley and Sons
Year
2005
Tongue
English
Weight
333 KB
Volume
34
Category
Article
ISSN
0098-8847

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## Abstract A procedure for treating the __P__– Ξ” effect in the direct displacement‐based seismic design of regular steel moment resisting frames with ideal elastoplastic material behaviour is proposed. A simple formula for the yield displacement amplification factor as a function of ductility and