| 金属拱形波纹屋盖承载能力分析与试验研究 |
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| 引用本文： | 高福聚,刘锡良. 金属拱形波纹屋盖承载能力分析与试验研究[J]. 建筑结构, 2001, 0(2) |
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| 作者姓名： | 高福聚 刘锡良 |
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| 作者单位： | 天津大学建筑工程学院!天津300072 |
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| 摘 要： | 以足尺模型试验为基础 ,根据经典力学的方法分析了金属拱形波纹屋盖的受力性能和主要特点 ,以及决定该结构承载能力的主要因素。按照正交各向异性薄板理论对该结构的计算模型进行了合理的简化 ,给出了该结构承载能力的计算公式 ,并根据足尺模型试验数据对计算公式进行了修正。
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| 关 键 词： | 金属拱形波纹屋盖 承载能力 正交异性薄板 计算公式 足尺模型试验 |
Analysis and Experimental Study on Bearing Capacity of Corrugated Arch Metal Roof |
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| Gao Fuju Liu Xiliang. Analysis and Experimental Study on Bearing Capacity of Corrugated Arch Metal Roof[J]. Building Structure, 2001, 0(2) |
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| Authors: | Gao Fuju Liu Xiliang |
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| Affiliation: | Gao Fuju Liu Xiliang |
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| Abstract: | Based on the experiments of full|sized model, the mechanic property, feature and the main factors which determine the bearing capacity of corrugated arch metal roof are analyzed with the classical mechanic methods. The calculating model of the structure is simplified on the basis of the theory of orthotropic thin plate,and the formulas of the structural bearing capacity are infered,which are revised according to the data of the full|sized model experiments. |
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| Keywords: | corrugated arch metal roof bearing capacity orthotropic thin plate full|sized model experim |
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