Parametric Collapse Performance of Low-Ductility Concentrically Braced Frames with Reserve Capacity

C. Bradley, E. Hines, L. Fahnestock
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引用次数: 2

Abstract

AbstractIn moderate-seismic regions, cost-effective steel building design solutions such as the R=3 and ordinary concentrically braced frame (OCBF) systems do not consistently provide reliable life...
具有备用容量的低延性同心支撑框架的参数破坏性能
摘要:在中震区,经济高效的钢结构建筑设计方案,如R=3和普通的同心支撑框架(OCBF)体系,并不能始终如一地提供可靠的使用寿命。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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