| 框架柱端有效受弯承载力的算法新探 |
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| 引用本文： | 王康平,胡生生,张京穗.框架柱端有效受弯承载力的算法新探[J].三峡大学学报(自然科学版),1998(3). |
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| 作者姓名： | 王康平 胡生生 张京穗 |
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| 作者单位： | 武汉水利电力大学（宜昌）建筑工程系 |
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| 摘 要： | 对框架柱端有效受弯承载力的现行算法作了分析，指出了其中存在的问题，提出了新的算法，该算法较为圆满地解决了现有算法中所存在的问题．
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| 关 键 词： | 框架 柱 有效受弯承载力 算法 |
A New Research into Calculating Effective Yield Moments at Ends of Columns of a Frame |
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| Wang Kangping,Hu Shengsheng,Zhang Jingsui.A New Research into Calculating Effective Yield Moments at Ends of Columns of a Frame[J].Journal of China Three Gorges University(Natural Sciences),1998(3). |
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| Authors: | Wang Kangping Hu Shengsheng Zhang Jingsui |
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| Institution: | Dept. of Architectural Engineering |
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| Abstract: | Analyses the present calculating methods of effective yield moments at ends of columns of a frame and points out their faults. A new calculating method is put forward. The new calculating method, which overcomes the faults of present calculating methods, is easy and useful. |
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| Keywords: | frame column effective yield moment calculating method |
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