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| 框架结构-筏板基础-地基的共同作用数值分析 | |
| 引用本文： | 李小园,胡洲,戴玉明.框架结构-筏板基础-地基的共同作用数值分析[J].汕头大学学报(自然科学版),2012,27(2):43-47,62. |
| 作者姓名： | 李小园 胡洲 戴玉明 |
| 作者单位： | 1. 海南有色工程勘察设计院,海南海口,570206 2. 南昌铁路天河建设股份有限公司,江西南昌,330002 3. 广州市公路勘察设计有限公司,广东广州,510500 |
| 摘 要： | 通过建立框架结构、筏板基础和地基的共同作用模型,进行了模拟施工过程的计算分析,得出了筏板基础沉降、筏板内力的变化规律;在考虑共同作用与不考虑共同作用两种情况下,分析了框架柱、梁内力.进行框架结构、筏板基础的研究,完善框架结构、筏板基础内力分析方法,对于降低工程造价,具有非常重要的现实意义,希望获得一些可供实际工程设计参考和借鉴的结论. |
| 关 键 词： | 框架结构 筏板基础 共同作用 内力 沉降 |
Analysis for Interaction of Frame Structure, Raft Foundation and Subsoil |
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| LI Xiao-yuan,HU Zhou,DAI Yu-ming.Analysis for Interaction of Frame Structure, Raft Foundation and Subsoil[J].Journal of Shantou University(Natural Science Edition),2012,27(2):43-47,62. | |
| Authors: | LI Xiao-yuan HU Zhou DAI Yu-ming |
| Institution: | 1.Non-ferrous Engineering Investigation and Design Institute,Haikou 570206,Hainan,China; 2.Railway Tianhe Construction Co.Ltd.,Nanchang 330002,Jiangxi,China; 3.Highway Survey and Design Company Limited,Guangzhou 510500,Guangdong,China) |
| Abstract: | The interaction model of superstructure,raft foundation and subsoil was established.The construction procedure was simulated.The changed rule of raft foundation settlement and internal force of raft was gained.The internal force of frame structure was discussed in two ways:considering the interaction and not considering the interaction.There is an important practical significance to improve the analysis methods of internal force of raft and frame structure and reduce foundation’s costs.Some real engineering design information is obtained in the analysis. |
| Keywords: | frame structure raft foundation interaction internal force settlement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |