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明清木结构榫卯节点拟静力试验研究

, PP. 8-16

Keywords: 中国古建筑,雀替,榫卯连接,半刚性的,恢复力模型

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Abstract:

以西安城永宁门箭楼为研究对象,通过对3个带雀替木构架模型在低周水平反复荷载作用下的试验研究,分析了半榫榫卯节点的受力变形特征及其破坏形式,得到了相应的弯矩-转角滞回曲线、骨架曲线、节点特征参数和恢复力模型,确定了半刚性榫卯节点的延性系数范围在1.58~3.99之间变化.研究结果可为木结构古建筑的抗震性能研究和修缮加固提供参考.

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