| 浅论大小偏心受压构件的判别 |
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| 引用本文： | 李功文. 浅论大小偏心受压构件的判别[J]. 山西建筑, 2007, 33(33): 102-104 |
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| 作者姓名： | 李功文 |
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| 作者单位： | 成都理工大学,四川,成都,610059 |
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| 摘 要： | 指出按照规范JTG D62-2004中的计算公式,在对钢筋混凝土矩形截面偏心受压构件进行大小偏心性质判别时,不同假定计算出的结果,存在自相矛盾的问题,提出了设计时先假定构件为大偏心受压,得出受压区高度后再判定其偏心性质的建议,以保证结构安全。
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| 关 键 词： | 钢筋混凝土 设计规范 大偏心 小偏心 |
| 文章编号： | 1009-6825（2007）33-0102-03 |
| 修稿时间： | 2007-06-27 |
Discussion on the judgment of RC compression member with large or small eccentric center |
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| LI Gong-wen. Discussion on the judgment of RC compression member with large or small eccentric center[J]. Shanxi Architecture, 2007, 33(33): 102-104 |
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| Authors: | LI Gong-wen |
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| Affiliation: | LI Gong-wen |
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| Abstract: | When judging RC compression member with rectangular section as that of large or small eccentric center in code for(JTG D62-2004),we can get paradoxcial results based on different assumption.This article is to analyse the phenomenon and to advance countermeasure,in order to guarantee structural safety. |
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| Keywords: | reinforced concrete design code large eccentric center small eccentric center |
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