不同钢筋混凝土摩擦耗能支撑形式的时程反应对比分析
|
摘要
主要就钢筋混凝土摩擦耗能支撑体系进行研究,以期进一步完善该技术在工程实际中的应用,更好地适应我国建筑工程抗震减灾的需要。利用非线性结构分析软件对钢筋混凝土摩擦耗能支撑体系不同的支撑形式进行计算分析,得出耗能能力和使用功能都较为合理的耗能支撑形式。最后,得出在遭遇大震时,K形耗能支撑在控制结构层间位移方面与X形耗能支撑有着同样的作用,并对论文所做的工作进行了总结,提出了该体系研究中有待进一步完善的内容。
RC friction energy dissipation brace system was studied mainly in order to make its industrialization mate perfectly in the application and meet the demand of disaster mitigation and vibration resistance for civil engineering in China will be met.Using nonlinear structural analysis software,some calculations were done on different brace styles in the thesis.The most excellent brace style is figured out for its standardization and serialization.Finally,all the work referred in the thesis was summarized and vistas for future work were put forward.
RC friction energy dissipation brace system was studied mainly in order to make its industrialization mate perfectly in the application and meet the demand of disaster mitigation and vibration resistance for civil engineering in China will be met.Using nonlinear structural analysis software,some calculations were done on different brace styles in the thesis.The most excellent brace style is figured out for its standardization and serialization.Finally,all the work referred in the thesis was summarized and vistas for future work were put forward.
引文
[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997.
[2]叶燎原.低造价耗能支撑体系的研究与应用[D].北京:清华大学,2003.
[3]杨晓东,潘文,叶燎原.摩擦耗能支撑体系摩擦耗能器的设计及实验研究[C]//第三届全国建筑振动学术交流会论文集,2000:85-88.
[4]方祥,叶燎原.耗能支撑框架结构中几个问题的探讨[J].云南工业大学学报,1998,14(2):1-5.
[5]刘家骏.摩擦耗能支撑在结构抗震中的应用[J].工程抗震,1993(1):2-10
[6]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[2]叶燎原.低造价耗能支撑体系的研究与应用[D].北京:清华大学,2003.
[3]杨晓东,潘文,叶燎原.摩擦耗能支撑体系摩擦耗能器的设计及实验研究[C]//第三届全国建筑振动学术交流会论文集,2000:85-88.
[4]方祥,叶燎原.耗能支撑框架结构中几个问题的探讨[J].云南工业大学学报,1998,14(2):1-5.
[5]刘家骏.摩擦耗能支撑在结构抗震中的应用[J].工程抗震,1993(1):2-10
[6]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心