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Probabilistic seismic demand analysis of controlled steel moment-resisting frame structures

✍ Scribed by Luciana R. Barroso; Steven Winterstein


Publisher
John Wiley and Sons
Year
2002
Tongue
English
Weight
155 KB
Volume
31
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