| 矩形柱下单独基础抗弯承载力计算的误差分析 |
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| 引用本文： | 张锡增,王红岩,张玉敏.矩形柱下单独基础抗弯承载力计算的误差分析[J].济南大学学报(自然科学版),2004,18(4):360-362. |
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| 作者姓名： | 张锡增 王红岩 张玉敏 |
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| 作者单位： | 1. 济南大学,土木建筑学院,山东,济南,250022
2. 济南大学,基建处,山东,济南,250022 |
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| 摘 要： | 针对矩形柱下独立基础受弯承载力的计算假定所带来的误差进行了分析，并从理论上对误差进行控制，利用这些分析结论。进一步完善现有设计体系。
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| 关 键 词： | 矩形柱下独 立基础 计算假定 误差分析 |
| 文章编号： | 1671-3559(2004)04-0360-03 |
| 修稿时间： | 2004年6月30日 |
Error Analyses of Flexural Bearing Capacity of Isolated Foundation under the Rectangular Column |
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| ZHANG Xi-zeng ,WANG Hong-yan ,ZHANG Yu-min.Error Analyses of Flexural Bearing Capacity of Isolated Foundation under the Rectangular Column[J].Journal of Jinan University(Science & Technology),2004,18(4):360-362. |
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| Authors: | ZHANG Xi-zeng WANG Hong-yan ZHANG Yu-min |
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| Institution: | ZHANG Xi-zeng 1,WANG Hong-yan 2,ZHANG Yu-min 1 |
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| Abstract: | This paper analyzes the errors caused by the calculating supposition on the flexural bearing capacity of isolated foundation under the rectangular column, and theoretically discusses the control of errors. Using these analyzed conclusions, we have perfected the existing design systems. |
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| Keywords: | isolated foundation under the rectangular column calculation supposition error analysis |
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