| 古建筑殿堂型结构耗能减震性能的有限元分析研究 |
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| 引用本文： | 熊仲明,韦俊,权吉柱,王军良. 古建筑殿堂型结构耗能减震性能的有限元分析研究[J]. 振动与冲击, 2008, 27(12) |
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| 作者姓名： | 熊仲明 韦俊 权吉柱 王军良 |
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| 作者单位： | 1. 西安建筑科技大学结构工程与抗震教育部重点实验室,西安,710055
2. 苏州科技学院土木学院,苏州,215011 |
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| 基金项目： | 西安市科技攻关课题 ， 陕西省西自然基金 ， 西安建筑科技大学基础研究基金 |
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| 摘 要： | 中国古建筑在中国传统文化中占有相当重要的位置.从某种意义上说,它们代表着中国古代科技的发展水平,集历史性、艺术性和科学性于一身.但由于历史条件等原因,以往的研究一般着重于古建筑的历史性和艺术性的研究,而对古建筑的科学性研究较少.在介绍木结构古建筑殿堂型结构体系基础上,从构成木结构古建筑殿堂型结构体系的构件入手,建立了木结构古建筑殿堂型结构体系构件的有限元模型,通过SAP2000程序对缩尺1:3.52的木结构古建筑殿堂型心间结构进行了有限元分析,定量地得出斗拱、榫卯和屋面对木结构古建筑殿堂型结构的耗能减震起着重要的作用等一些有意义的结论,为当今耗能减震的结构的设计提供一定的借鉴.
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| 关 键 词： | 木结构 古建筑殿堂型结构 耗能减震 有限元分析 |
FINITE ELEMENT ANALYSIS ON PASSIVE ENERGY DISSIPATION MECHANISM OF ANCIENT TIMBER LIFTED BEAM STRUCTURE |
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| XIONG Zhong-ming,WEI jun,QUAN Ji-zhu,WANG Jun-liang. FINITE ELEMENT ANALYSIS ON PASSIVE ENERGY DISSIPATION MECHANISM OF ANCIENT TIMBER LIFTED BEAM STRUCTURE[J]. Journal of Vibration and Shock, 2008, 27(12) |
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| Authors: | XIONG Zhong-ming WEI jun QUAN Ji-zhu WANG Jun-liang |
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| Affiliation: | XIONG Zhong-ming1,WEI jun2,QUAN Ji-zhu 1,WANG Jun-liang1(1.Key Laboratory of Structural Engineering , Earthquake Resistance.Ministry of Education Xi'an University of Architecture , Technology,Xi'an 710055,China,2.College of Civil Engineering,University of Science , Technology of Suzhou,Suzhou 215011,China) |
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| Abstract: | Chinese ancient timber architecture integrates the history,art and scientific characteristics of Chinese traditional culture and represents the development level of science and technology in ancient China.The usual research of ancient timber architecture put emphasis mainly on the aspects of history and art,however rarely on the architecture science.So,the seismic characteristics of members which stem from the ancient timber lifted beam structure were studied and the finite element of members was deduced.Ac... |
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| Keywords: | ancient timber lifted beam structure passive energy dissipation mechanism finite element analysis |
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