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方钢管混凝土框架内隔板节点抗震性能的试验研究

, PP. 76-80

Keywords: 方钢管混凝土框架,内隔板节点,延性,抗震性能

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Abstract:

本文设计了一榀三层两跨的方钢管混凝土框架模型,梁柱节点采用内隔板节点型式。采用拟静力试验方法,对方钢管混凝土框架施加低周反复水平荷载,研究了方钢管混凝土框架内隔板节点的荷载-位移曲线、节点延性、节点破坏机制和破坏特点等抗震性能。研究结果表明,方钢管混凝土框架内隔板节点的抗震性能较好。

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