带雀替木构架榫卯节点特性的试验研究
摘要
以西安城永宁门箭楼为研究对象,通过对六个木构架模型在低周水平反复荷载作用下的试验研究,分析了木构架榫卯节点的受力变形特征及其工作机制,得到了相应的梁端弯矩-转角滞回曲线、骨架曲线和节点刚度退化曲线,确定了不带雀替木构架半榫榫卯节点的转动刚度在0.03～2.35kN·m/rad之间变化,而带雀替木构架的则在0.70～2.05kN·m/rad之间变化。研究结果可为中国木结构古建筑在水平地震作用下的内力分析与计算提供理论依据。
引文
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[2]薛建阳,张鹏程,赵鸿铁.古建木结构抗震机理的探讨[J].西安建筑科技大学学报.2000,31(1):8-11. XUE Jian-yang,ZHANG Peng-cheng.ZHAO Hong-ti e.Study on the seismic mechanism of historic timber structural building[J].J.Xi'an Univ.of Arch.&Tech,200n,32(1):8-11.
[3]张鹏程,赵鸿铁,薛建阳,高大峰.中国古建筑的防震思想[J].世界地震工程,2001,17(4):1-6. ZHANG Peng-cheng,ZHAO Hong-tie.XUE Jian-yang, GAO Da-feng.Thoughts of earthquake resistance in Chinese ancient buildings[J].Word Information on Earthquake Engineering,2001,17(4):l-6.
[4]王天.古代大木作静力初探[M].北京:文物出版社,1992. Wang Tian.Static analysis on ancient timber structures[M].Beijing:Cultural Relics Publishing House,1992.
[5]姚佩歆.木结构古建筑特殊构件雀替、生起和侧脚的受力分析[D].西安建筑科技大学,2011. YAO Pei-xin.Study on the force analysis of Chinese Historical Timber Buildings special components with Que Ti,Ce Jiao and Sheng Qi[D].Xi an Univ.of Arch.&Tech,2011.
[6]宋彧,冯翔,孙存海.木结构雀替改善木梁受力性能的试验研究[J].工程力学(增刊),2003,399-402. Song Yu,Feng Xiang,Sun Cun Hai.Experimental investigation on Que Ti for improving mechanical properties of wooden b e a m[J].Engineering Mechanics(supplement),2003,399-402.
[7]梁思成.清式营造则例[M].北京:中国建筑工业出版社,1981. ??Liang S C.Qing Shi Ying Zao Ze Li[M].Beijing:China architecture and building press,1981.
[8]葛鸿鹏.中国古代木结构建筑榫卯加固抗震试验研究[D].西安:西安建筑科技大学,2004. Ge Hong-peng.Experimental Study on Seismic Behavior of Chinese Ancient Wooden Building with Strengthened Mortise-Tenon[D].Xi'an Univ.of Arch.&Tech,2004.
[9]潘景龙,祝恩淳.木结构设计原理[M].北京:中国建筑工业出版社,2009. PAN Jing-long,ZHU En-chun.Design principle of timber structures[M].Beijing:China Architecture and Building Press,2009.
[10]GB50005-2003.木结构设计规范[S]. GB50005-2003.Code for Design of Timber Structure[S].
[11]朱伯龙.结构抗震试验[M].北京:地震出版社,1989. ZHU Bo-long.The Structural Seismic Test[M].Beijing:Earthquake Publishing House,1989.
[12]W.F.Chen,N.Kishi.Steel Beam-to-Column Connections: Data Base and Modeling[J].Journal of structural Engineering,ASCE,1989,115:(1)105-119.
[13]手册编辑委员会.建筑结构试验检测技术与鉴定加固修复实用手册[M].北京:世界音像出版社,2002. manual Editorial Board.practical manual about Building structure testing technology,identification,reinforce and repair[M].Beijing:World audio-video press,2002.
[14]高大峰,赵鸿铁,薛建阳,张鹏程.中国古建木构架在水平反复荷载作用下的试验研究[J].西安建筑科技大学学报,2002,34(4):317-324 GAO Da-feng,ZHAO Hong-tie,XUE Jian-yang,ZHANG Peng-cheng.Experimental Study on the Behavior of Wooden frame of Ancient Chinese ancient Buildings Under horizontally Reverse Load[J]J.Xi'an Univ.of Arch.&Tech,2002,34(4):317-324.
[15]Seo J.M.,Choi,I.K.,LeeJ.R.Static and cyclic behavior of wooden frames with tenon joints under lateral load[J]J.Struct.Engrg.,ASCE,1999,125(3):344-349.
[16]Chui Ying H,Li Yantao.Modeling timber moment connection under reversed cyclic loading[J]Journal of Structural Engineering,2005,131(11):1275-1284.
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