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工程力学  2015 

少钢支撑RC框架结构的概念

DOI: 10.6052/j.issn.1000-4750.2014.05.S006, PP. 129-135

Keywords: 钢筋混凝土框架结构,钢支撑,推覆分析,增量动力分析,易损性曲线

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Abstract:

震害表明,在钢筋混凝土(RC)框架结构中增设少量支撑,可以解决纯框架结构抗震防线单一、缺乏足够冗余度的问题,通过多重抗震防线,保护主体结构构件、减小建筑震害、增加结构的安全储备和防倒塌能力。我国现行规范对含有少量剪力墙的框架结构已经有了明确定义和相应的设计方法,而对于含有少量支撑的框架结构没有定义。该文以一个典型RC框架结构及三个带不同钢支撑的RC框架结构为例,基于弹性分析和弹塑性Pushover分析,借鉴少墙框架的定义方法,提出了以底层框架倾覆力矩分担率为控制指标的少钢支撑RC框架结构的定义,并通过基于IDA的结构抗倒塌易损性分析验证了少钢支撑RC框架结构相比纯框架结构的抗倒塌能力提高。

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