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古建筑木结构直榫和燕尾榫节点试验研究

Experimental study on characteristics of mortise-tenon joints in historic timber buildings

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【作者】 隋赵鸿铁薛建阳张海彦谢启芳

【Author】 SUI Yan1,2,ZHAO Hongtie1,2,XUE Jianyang1,2,ZHANG Haiyan1,2,XIE Qifang1,2(1.School of Civil Engineering Xi′an University of Architecture & Technology,Xi′an 710055,China;2.State Key Laboratory of Architecture Science and Technology in West China,Xi′an 710055,China)

【机构】 西安建筑科技大学土木工程学院西部建筑科技国家重点实验室(筹)

【摘要】 通过对典型透榫和燕尾榫榫卯连接的模型低周反复荷载试验,研究了榫卯半刚性连接特性和刚度退化规律。试验得出榫卯连接的弯矩-转角滞回曲线及骨架曲线,并拟合出了弯矩—转角的关系方程和榫卯连接节点恢复力模型,由试验结果给出了两种榫卯连接刚度的非线性变化。研究结果为古建筑的抗震性能研究和修缮加固提供了理论基础。

【Abstract】 The low cyclical reversed loading tests were carried out on the typical mortise-tenon joints of historic timber buildings.The semi-rigid characteristic of the joggle joint and the change rules of stiffness degradation are obtained.The moment-deflection angle hysteretic curves and skeleton curve are tested.The formula between the moment-deflection and the angle are fitted by the skeleton curve.From the test result,It is shown that the stiffness change of the mortise-tenon joint is nonlinear.It also provides information,suggestions and theoretical base for seismic research,protection and maintenance of the historic timber buildings.

【基金】 国家自然科学基金项目(59878043);陕西省重点试验室建设项目(05JS17)
  • 【文献出处】 世界地震工程 ,World Earthquake Engineering , 编辑部邮箱 ,2010年02期
  • 【分类号】TU366.2
  • 【被引频次】59
  • 【下载频次】560
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