| 中国古典园林建筑结构稳定分析方法 |
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| 引用本文： | 肖杰,李和玉.中国古典园林建筑结构稳定分析方法[J].东北林业大学学报,2011,39(4). |
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| 作者姓名： | 肖杰 李和玉 |
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| 作者单位： | 牡丹江师范学院;黑龙江林业职业技术学院; |
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| 摘 要： | 目的:对中国古典园林建筑抬梁式及穿斗式构架的整体弹性稳定性及构件的侧向弹性稳定性进行分析,并给出临界荷载的有效确定方法。方法:利用静力法及瑞利-里兹法,结合有限单元法建立了力学模型。结果:实例结果表明:静力法、瑞利-里兹法及有限单元法建立的力学模型,适用于我国的仿古建筑的结构稳定分析及设计。结论:本方法具有一定的理论指导及实践应用价值。
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| 关 键 词： | 中国古典园林建筑 结构稳定 静力法 瑞利-里兹法 有限单元法 |
Analysis of Structural Stability of Classical Chinese Garden Architecture |
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| Xiao Jie,Li Heyu.Analysis of Structural Stability of Classical Chinese Garden Architecture[J].Journal of Northeast Forestry University,2011,39(4). |
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| Authors: | Xiao Jie Li Heyu |
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| Institution: | Xiao Jie(Department of Landscape Architecture,Mudanjiang Teachers College,Mudanjiang 157012,P.R.China),Li Heyu(Heilongjiang Forestry Vocational College) |
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| Abstract: | A study was conducted to analyze overall elastic stability of Chinese classical garden architecture with column and tie construction or lintel frame and lateral elastic stability of members.An effective method for determination of critical load was given.A mechanical model was established using the static method and the Rayleigh-Ritz method combined with the finite element method.Results show that the mechanical model is suitable for the analysis and design of structural stability of pseudo-classic architec... |
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| Keywords: | Chinese classical garden architecture Structural stability Rayleigh-Ritz method Finite element method |
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