于晓辉, 吕大刚, 王光远. 多级力控制随机Pushover方法[J]. 工程力学, 2010, 27(增刊I): 6-010.
引用本文: 于晓辉, 吕大刚, 王光远. 多级力控制随机Pushover方法[J]. 工程力学, 2010, 27(增刊I): 6-010.
YU Xiao-hui, LU Da-gang, WANG Guang-yuan. A MULTI-LEVEL FORCE CONTROLLED RANDOM PUSHOVER METHOD[J]. Engineering Mechanics, 2010, 27(增刊I): 6-010.
Citation: YU Xiao-hui, LU Da-gang, WANG Guang-yuan. A MULTI-LEVEL FORCE CONTROLLED RANDOM PUSHOVER METHOD[J]. Engineering Mechanics, 2010, 27(增刊I): 6-010.

多级力控制随机Pushover方法

A MULTI-LEVEL FORCE CONTROLLED RANDOM PUSHOVER METHOD

  • 摘要: 提出“次中震”的概念,将“小震、次中震、中震、大震”四级地震水准与“轻微破坏、中等破坏、严重破坏、倒塌”四级整体极限状态相对应,提出多级力控制Pushover方法。考虑结构的随机性,将蒙特卡洛模拟法与多级力控制Pushover方法相结合,提出多级力控制随机Pushover方法。将该法应用于钢筋混凝土框架结构,得到结构整体抗震能力易损性曲线。

     

    Abstract: A new concept of “sub-moderate earthquake” is proposed, and then a multi-level force controlled pushover method is put forward, which builds up the corresponding relationships between four levels of seismic fortification (namely, minor, sub-moderate, moderate and major earthquakes) and four levels of global limit states of structures(namely, minor damage, moderate damage, severe damage and collapse). To consider the randomness in structures, a multi-level force controlled random pushover method is put forward, which combines Monte Carlo Simulation method with multi-level force controlled pushover approach. The proposed method is applied to a R.C. frame structure, for which the fragility curves of the global seismic capacity of the structure are obtained.

     

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