| 偏压木构件的极限承载能力的研究 |
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| 引用本文： | 周仕祯. 偏压木构件的极限承载能力的研究[J]. 土木建筑与环境工程, 1996, 18(2): 61-76 |
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| 作者姓名： | 周仕祯 |
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| 作者单位： | 重庆建筑大学建筑工程学院 |
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| 摘 要： | 按强度确定偏压木构件的极限承载能力，计算中考虑了构件的二阶弯矩和截面抗弯的弹塑性工作。文中提出了偏压构件折断时，跨中央最大破坏挠度的近似理论计算方法；并导出了矩形截面偏压木构件的破坏挠度计算公式。所有的理论计算结果均与试验数据吻合良好。
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| 关 键 词： | 木结构 偏压构件 极限承载力 |
A Study of Ultimate Loading Capacity of Eccentric Compressed Timber Column |
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| Zhou Shizhen. A Study of Ultimate Loading Capacity of Eccentric Compressed Timber Column[J]. Journal of Civil,Architectrual & Environment Engineering, 1996, 18(2): 61-76 |
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| Authors: | Zhou Shizhen |
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| Affiliation: | Chongqing Jianzhu University |
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| Abstract: | In this paper, ultimate loading capacity of eccentric compressed timber column and elastic-plastic behaviour of the material of the cross section are considered.An approximate theoretic method dealing with the maximum mid-span deflection of the column when breaking is advanced.As a result, a formula calculating failure deflection of the rectangular cross section is derived. The results of theoretic calculation are well coincident with those of tests. |
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| Keywords: | s: eccentric compression columns second order moment failure deflection of eccentric compressed column ultimate loading capacity of eccentric compressed timber column |
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