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地基反力的数值模拟和基础结构的内力响应

A MODEL OF SOIL FOR THE DISTRIBUTION OF SUBGRADE REACTION AND RESPONDENCE IN STRUCTURE ANALYSE

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【作者】 王国体胡晓军潘恒芳

【Author】 Wang Guoti (Hefei University of technology) Hu Xiaojun (Anhui Vocational Technique Institute of Water Resources and Hydropower) Pan Hengfang (Hefei University of Technology)

【机构】 合肥工业大学安徽水利水电职业技术学院合肥工业大学

【摘要】 从地基与基础互相作用的概念出发 ,提出一种数值模拟地基反力分布函数的构造方法和具体形式 ,并应用这种地基反力的数值模拟形式 ,通过典型基础结构的内力分析 ,与应用现有的地基模型的结构计算相对比 ,表明它与有限压缩层地基模型的计算结果十分接近 ,但应用在基础结构计算分析上却简便易行 ,可以供工程设计计算和进行地基基础共同作用分析研究参考

【Abstract】 A method for numerical simulation the distribution of subgrade reaction is proposed in the paper. It is based on the concept of the soil?foundation interaction. The proposed method is adopted to analyze structures with typical foundation. Then the results are compared with that of the used models:the Winkler model, elastic half space model, and finite compression model. The results have shown that it is very close to that of the finite compression model. The proposed method is easily extended to simulate the subgrade reaction of complex foundation.

  • 【文献出处】 土木工程学报 , 编辑部邮箱 ,2002年02期
  • 【分类号】TU470
  • 【被引频次】52
  • 【下载频次】329
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