中国木结构古建筑抗震性能的研究
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摘要
以殿堂式木结构为研究对象,通过理论分析和数值模拟推导出了榫卯节点和铺作层之间的半刚性单元的刚度矩阵,即采用组合式弹簧单元模拟柱脚与础石、榫卯节点和铺作层之间的连接单元,给出了动力方程,并通过对《营造法式》中的殿堂和厅堂模型结构的分析,求解出了结构各个层面的地震动力放大系数,为木结构古建筑的保护、维修和加固提供理论依据和技术参考,对现代建筑结构抗震研究也具有借鉴意义。
Taking the Chinese ancient palace as a research object,using theoretical analysis and numerical simulation,the semi-rigid joints square matrix of the mortise-tenon joints and the p′u-z′uo layers are deduced,which are the modular spring's unit of column with roots,and mortise-tenon joints with the tou-kung(the p′u-z′uo) layers.The vibration isolation is researched by means of the dynamic equilibrium equation of the timber structure.The seismic dynamic magnification factors of every layer on the model of the palace and the hall of Chinese ancient timber structural drawings by the Ying-tsao fa-shih\are obtained.The result provids a theoretical foundation of protection,maintenance and reinforcement for ancient timber structure as well as the technical reference.It also gives up significant enlightenment to the aseismatic research and design of modern structure.
Taking the Chinese ancient palace as a research object,using theoretical analysis and numerical simulation,the semi-rigid joints square matrix of the mortise-tenon joints and the p′u-z′uo layers are deduced,which are the modular spring's unit of column with roots,and mortise-tenon joints with the tou-kung(the p′u-z′uo) layers.The vibration isolation is researched by means of the dynamic equilibrium equation of the timber structure.The seismic dynamic magnification factors of every layer on the model of the palace and the hall of Chinese ancient timber structural drawings by the Ying-tsao fa-shih\are obtained.The result provids a theoretical foundation of protection,maintenance and reinforcement for ancient timber structure as well as the technical reference.It also gives up significant enlightenment to the aseismatic research and design of modern structure.
引文
[1][宋]李诫.营造法式[M].上海:商务印书馆,1932.
[2]俞茂宏.古建筑结构研究的历史性、艺术性和科学性[J].工程力学,2003,20(增刊):435-438.
[3]方东平,俞茂宏,宫本裕,等.木结构古建筑结构的计算研究[J].工程力学,2001,18(1):137-144.
[4]徐其文,汤小平,索安勇.中国古典建筑木结构特性的分析研究[J].淮海工学院学报,1995,11(4):64-67.
[5]张舵,卢芳云.木结构古塔的动力特性分析.工程力学[J].2004,21(1):81-86.
[6]黄慧达.古建木结构建筑地基基础力学性能及隔震研究[D].西安:西安建筑科技大学,2006.
[7]罗勇.古建木结构建筑榫卯及构架力学性能与杭震研究[D].西安:西安建筑科技大学,2006.
[8]隋龑.古建筑木结构枓栱的抗震机理及力学分析[D].西安:西安建筑科技大学,2006.
[2]俞茂宏.古建筑结构研究的历史性、艺术性和科学性[J].工程力学,2003,20(增刊):435-438.
[3]方东平,俞茂宏,宫本裕,等.木结构古建筑结构的计算研究[J].工程力学,2001,18(1):137-144.
[4]徐其文,汤小平,索安勇.中国古典建筑木结构特性的分析研究[J].淮海工学院学报,1995,11(4):64-67.
[5]张舵,卢芳云.木结构古塔的动力特性分析.工程力学[J].2004,21(1):81-86.
[6]黄慧达.古建木结构建筑地基基础力学性能及隔震研究[D].西安:西安建筑科技大学,2006.
[7]罗勇.古建木结构建筑榫卯及构架力学性能与杭震研究[D].西安:西安建筑科技大学,2006.
[8]隋龑.古建筑木结构枓栱的抗震机理及力学分析[D].西安:西安建筑科技大学,2006.
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