| 单层厂房框架三阶柱计算长度系数 |
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| 引用本文： | 王冰,沈祖炎.单层厂房框架三阶柱计算长度系数[J].钢结构,2002,17(6):37-39. |
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| 作者姓名： | 王冰 沈祖炎 |
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| 作者单位： | 同济大学,上海,200092 |
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| 摘 要： | 利用有侧移的轴心受压柱两端抗弯约束常数之间的关系式求解单层厂房三阶悬臂柱及三阶固端 -侧移柱的计算长度系数。
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| 关 键 词： | 单层厂房 三阶柱 约束常数 计算长度系数 |
| 修稿时间： | 2002年6月30日 |
THE EFFECTIVE LENGTH FACTORS OF THREE-STEPPED COLUMNS IN SINGLE STOREY MILL BUILDINGS |
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| Wang Bing,Shen Zuyan.THE EFFECTIVE LENGTH FACTORS OF THREE-STEPPED COLUMNS IN SINGLE STOREY MILL BUILDINGS[J].Steel Construction,2002,17(6):37-39. |
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| Authors: | Wang Bing Shen Zuyan |
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| Affiliation: | Tongji University Shanghai 200092 |
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| Abstract: | A relation between the end bending restraint constants of unbraced concentrically loaded columns is given Using the relation,equations for determining the effective length factors of three stepped columns in single storey mill buildings are developed |
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| Keywords: | single storey mill building three stepped column restraint constant effective length factor |
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