| 轴心受压型钢构件简化计算的探讨 |
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| 引用本文： | 熊义泳,赵江倩. 轴心受压型钢构件简化计算的探讨[J]. 建筑结构, 2004, 0(2) |
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| 作者姓名： | 熊义泳 赵江倩 |
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| 作者单位： | 南昌水利水电高等专科学校,330029;南昌水利水电高等专科学校,330029 |
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| 基金项目： | 江西省科技计划项目 [2 0 0 2 10 2 0 0 13 0 ] |
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| 摘 要： | 根据轴心受压型钢柱的稳定性要求 ,按规范GB5 0 0 1 7— 2 0 0 3求出各种型号型钢的N与l0 函数关系 ,在诸型号型钢的N l0 关系表中 ,根据l0 与N可直接查得符合稳定和刚度要求的型钢型号。表格的精度较高 ,可满足设计要求 ,供工程设计、教学和科研人员参考。
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| 关 键 词： | 型钢 轴心受压构件 截面设计 简化计算 查表方法 |
Simplified Calculation for Steel Members Under Axial Compression |
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| Xiong Yiyong Zhao Jiangqian. Simplified Calculation for Steel Members Under Axial Compression[J]. Building Structure, 2004, 0(2) |
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| Authors: | Xiong Yiyong Zhao Jiangqian |
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| Affiliation: | Xiong Yiyong Zhao Jiangqian |
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| Abstract: | Based on the stability demand of steel columns under axial compressive loads,the relation of axial load N and the colculation length l 0 is worked out according to the code for design steel structures.In the chapter of N-l 0,we can find the proper section that can satisfy the stability and rigidity demand.It can be reference for design and research. |
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| Keywords: | section steel axial load simplified method |
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