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中国古建筑动力特性及地震反应
引用本文:周乾,闫维明,周锡元,纪金豹.中国古建筑动力特性及地震反应[J].北京工业大学学报,2010,36(1):13-17.
作者姓名:周乾  闫维明  周锡元  纪金豹
作者单位:北京工业大学工程抗震与结构诊治北京市重点实验室,北京,100124;故宫博物院,北京,100009;北京工业大学工程抗震与结构诊治北京市重点实验室,北京,100124
基金项目:故宫博物院科研基金资助项目(KT2007-4)
摘    要:以故宫英华殿为例,引入了反应中国古代木结构榫卯连接的半刚性单元,并将斗简化为三向减震弹簧,建立了有限元模型.通过动力分析,得到了英华殿的前10阶自振周期及振型;通过输入三向天津波进行地震时程响应分析,得到了英华殿跨中部位屋顶节点、柱顶节点及柱根单元的地震响应曲线,并对比分析了榫卯连接、斗及侧脚等构造对地震反应的影响.研究表明:英华殿的基频较低,在x向振动以第一振型为主,在y向振动以第二振型为主,在地震作用下屋顶的加速度响应要小于柱顶,榫卯连接、斗及侧脚等构造措施均有利于减小结构的地震响应.

关 键 词:木结构  振动特性  动力响应  抗震性能  中国古建筑

Vibration Characters and Seismic Response of Chinese Ancient Buildings
ZHOU Qian,YAN Wei-ming,ZHOU Xi-yuan,JI Jin-bao.Vibration Characters and Seismic Response of Chinese Ancient Buildings[J].Journal of Beijing Polytechnic University,2010,36(1):13-17.
Authors:ZHOU Qian  YAN Wei-ming  ZHOU Xi-yuan  JI Jin-bao
Affiliation:1.Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;Beijing 100124;China;2.Imperial Palace Museum;Beijing 100009;China
Abstract:Ying-hua Palace in the Forbidden City is taken as an example.FEM of Chinese ancient wood structure is built on the basement of hypothesizes that tenon-mortise joints are considered as semi-rigid elements and tou-kungs are considered as 3-dimensional springs.By modal analysis the first 10 periods as well as vibration modes are obtained.Then Tianjin seismic waves in 3 dimensions are input and response curves of typical nodes as well as elements are studied.Aseismic characters of constitutions such as tenon-mo...
Keywords:wooden construction  vibrations  dynamic response  earthquake resistance  Chinese ancient buildings  
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