古建筑榫卯节点抗震性能试验
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    摘要:

    为保护古建筑,采用低周反复加载试验方法,基于故宫太和殿某开间梁柱尺寸,制作了1∶8的缩尺比例的4梁4柱模型,考虑榫卯节点形式为燕尾榫,进行了低周反复加载试验,研究了古建筑榫卯节点的抗震性能。通过试验,获得了榫卯节点的M-θ-滞回曲线,分析了节点的骨架曲线、耗能能力、刚度退化及延性性能,归纳了节点恢复力拟合曲线计算公式。结果表明,古建筑榫卯节点的-M-θ滞回曲线以Z形为主,具有明显的捏拢特性;随着节点转角增大,其骨架曲线趋于平缓,体现了良好延性;节点承载力较小,耗能能力及刚度随着转角增大而降低。

    Abstract:

    To protect Chinese ancient building, aseismic behaviors of Chinese anci ent tenon-mortise joint are studied. Based on actual sizes of some part of Tai-He Palace in the Forbidden City, wooden frame models with a scale of 1:8 of the prototype structure are built considering Yan-wei type of tenon-mortise connections. By low cyclic reversed loading tests, M-θhysteretic curves as well asskeleton curves of the joints are obtained; the energy dissipation capability, stiffiness degradation and deformation performance are analyzed, then restoring force model is also studied. Results show that M-θhysteretic curves of tenon-mortise joint are mainly of Z shape with obvious rheostriction property. With the increase of joint rotation angle, its skeleton curve tends to be flat which reflects its good ductility performance; however its energy dissipation capability and stiffiness decrease, and the tenon-mortise joint has low bearing capability.

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  • 在线发布日期: 2012-01-18
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