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首页> 外文期刊>International Journal of Structural Engineering >The performance evaluation of ordinary moment resisting frames designed by performance-based plastic design and limit state design
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The performance evaluation of ordinary moment resisting frames designed by performance-based plastic design and limit state design

机译:通过基于性能的塑料设计和极限状态设计设计的普通抗弯框架的性能评估

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摘要

The performance in terms of interstorey drift ratios and failure pattern of ordinary moment resisting frames designed by performance-based plastic design (PBPD) method and limit state design method have been compared in this paper. For this, different study frames were designed using the force based limit state design method and displacement-based performance-based plastic design method. The PBPD frames were designed taking ductility ratio two. Results of static pushover and time history analysis prove the superiority of the PBPD method when compared in terms of interstorey drift ratio and failure pattern.
机译:本文比较了基于性能的塑性设计(PBPD)方法和极限状态设计方法设计的普通抗弯框架的层间漂移率和破坏模式的性能。为此,使用基于力的极限状态设计方法和基于位移的基于性能的塑性设计方法来设计不同的研究框架。 PBPD框架的设计采用延展比2。静态推覆和时程分析的结果证明,相对于层间漂移率和失效模式而言,PBPD方法具有优越性。

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