[1]赵鸿铁,马 辉,薛建阳,等.西安鼓楼抗震性能分析[J].西安建筑科技大学学报:自然科学版,2012,44(01):1-6.[doi:10.15986/j.1006-7930.2012.01.001]
 ZHAOHongtie,MA Hui,XUE Jian-yang,et al.Analysis on the seismic performance of Xian Drum Tower[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,44(01):1-6.[doi:10.15986/j.1006-7930.2012.01.001]
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西安鼓楼抗震性能分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
44
期数:
2012年01期
页码:
1-6
栏目:
出版日期:
2012-02-29

文章信息/Info

Title:
Analysis on the seismic performance of Xian Drum Tower
文章编号:
1006-7930(2012)01-0001-06
作者:
赵鸿铁12马 辉1薛建阳12张风亮1张锡成1
(1.西安建筑科技大学土木工程学院,陕西 西安 710055; 2.西部建筑科技国家重点实验室 筹, 陕西 西安 710055)
Author(s):
ZHAOHongtie12 MA Hui1XUE Jian-yang12ZHANG Feng-liang1ZHANG Xi-cheng1
(1. School of Civil Eng., Xian Univ. of Arch. & Tech., Xian 710055, China; 2. State Key Laboratory of Architecture Science and Technology in West China(XAUAT),Xian 710055,China)
关键词:
西安鼓楼木结构防震构造抗震性能有限元分析
Keywords:
Xian Drum-Tower timber structure antiseismic constitution antiseismic performance finite element analysis
分类号:
TU366.2
DOI:
10.15986/j.1006-7930.2012.01.001
文献标志码:
A
摘要:
分析了西安鼓楼的防震构造,建立了鼓楼上部木结构的三维有限元模型,并对有限元模型输入Elcentro波(加速度峰值400gal)作为地震激励,进行了柱根和柱顶的位移及加速度曲线等分析.结果表明:防震构造有利于鼓楼的抗震,鼓楼柱础与木柱的连接形式具有一定的隔震效果,上部木结构具有减震耗能的能力,鼓楼具有良好的抗震性能
Abstract:
The antiseismic constitution of Xi′an Drum Tower was analyzed in this paper. The finite element model of the upper timber structure in Drum Tower was established. The EL Centro wave(peak value of acceleration reachs 400gal)were chosen as input excitation on the finite el ement model, and the displacement curves and acceleration curves for the column root and column head was analyzed. The results show that the antiseismic constitution is benefit for the antiseismic performance of Drum Tower; the connection form for the column bases and columns has the effect of shock isolation; and the upper timber structure has the capacities of shock absorption and dissipation energy. Drum-Tower therefore has a good antiseismic performance.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2010-11-16 修改稿日期:2011-12-20
基金项目:国家自然科学基金资助项目(59878043,51108373);国家文物局文物保护科学和技术研究课题(20110123);陕西省教育厅科研计划基金资助项目(11JK0939)
作者简介:赵鸿铁(1939-),男,江苏常州人,教授,博导,从事钢与混凝土组合结构、钢筋混凝土结构、古建筑及其抗震性能研究
更新日期/Last Update: 2015-09-01