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工程力学  2013 

外壳预制核心现浇装配式T型钢筋混凝土节点抗震性能试验研究

DOI: 10.6052/j.issn.1000-4750.2011.04.0255, PP. 156-162

Keywords: 外壳预制核心现浇,装配式,T型钢筋混凝土节点,抗震性能,延性

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Abstract:

该文以研究外壳核心现浇预制装配式钢筋混凝土T型边节点的抗震性能为目的,制作一个新型装配式边节点和一个现浇边节点,开展两个T型节点抗震性能的低周反复试验,考察并分析比较采用两种不同施工方法的T型边节点的破坏形态、滞回特性、位移延性、能量耗散、刚度退化等抗震性能,研究表明新型装配式T型节点与RC现浇T型节点相似,具有良好的整体性和抗震性能,可以满足RC框架结构的抗震设计要求。

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