| 刚性环形基础的内力沉降及倾斜计算 |
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| 引用本文： | 唐庆国,娄水潮. 刚性环形基础的内力沉降及倾斜计算[J]. 建筑结构学报, 1985, 6(4): 65-76 |
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| 作者姓名： | 唐庆国 娄水潮 |
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| 作者单位： | 同济大学建筑设计研究院,上海市长宁区住宅建筑设计室 |
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| 摘 要： | 本文叙述了竖直柱荷载作用下刚性环形基础的内力计算。根据我国规范用分层总和法推导了在环形均布荷载作用下及在水平力或偏心荷载产生的弯矩作用下,环形基础的沉降与倾斜的计算公式,并讨论了地基压缩层的厚度。
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| 收稿时间： | 1985-08-05 |
| 修稿时间： | 1985-08-05 |
Calculation of Internal Forces, Settlement and Inclination of Rigid Ring Foundation |
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| Tang Qingguo,Lou Shuichao. Calculation of Internal Forces, Settlement and Inclination of Rigid Ring Foundation[J]. Journal of Building Structures, 1985, 6(4): 65-76 |
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| Authors: | Tang Qingguo Lou Shuichao |
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| Affiliation: | Tang Qingguo,Lou Shuichao( Tongji University ) ( Changning District Design Office of Residential Building,Shanghai ) |
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| Abstract: | In this paper, the computation of the internal forces of rigid ring foundation under the action of vertical column load is described. According to the stratified summation method adopted in current code, the formulas for computing settlements and inclinations of ring foundations under uniform load and bending due to lateral force or eccentric load have been derived. The thickness of the compressible stratum in subsoil is also discussed. |
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