| 切线模量理论在混凝土柱稳定计算中的应用 |
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| 引用本文： | 王引富,许克宾.切线模量理论在混凝土柱稳定计算中的应用[J].北京交通大学学报(自然科学版),1996(5). |
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| 作者姓名： | 王引富 许克宾 |
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| 作者单位： | 北方交通大学土木建筑系 |
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| 摘 要： | 用非线性分析方法，对混凝土轴心受压柱进行模拟计算；根据切线模量理论具体地推导计算公式．通过对两种方法受压柱稳定系数的对比，表明按切线模量理论进行混凝土轴心受压柱稳定计算是合理可行的
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| 关 键 词： | 非线性分析，切线模量理论，临界荷载 |
Application of the Tangent Modulus Theory to Calculating Stability of Concrete Piers |
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| Wang Yinfu\ Xu Kebin.Application of the Tangent Modulus Theory to Calculating Stability of Concrete Piers[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,1996(5). |
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| Authors: | Wang Yinfu\ Xu Kebin |
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| Abstract: | Based on the non linear analysis method, the calculation of concrete axial compression is imitated; In terms of the Tangent Modulus Theory, formulation of calculation is specially established. In comparing between stable coefficients of compressive piers obtained by two methods, it is confirmed that the latter is reasonable and feasible. |
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| Keywords: | non linear analysis tangent modulus theory critical load |
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