| 门式刚架结构基础在特殊地基情况下的设计 |
| |
| 引用本文： | 官妮,师瑜莹.门式刚架结构基础在特殊地基情况下的设计[J].山西建筑,2007,33(24):117-118. |
| |
| 作者姓名： | 官妮 师瑜莹 |
| |
| 作者单位： | 1. 城市建设研究院建筑所,北京,100029
2. 中国中元国际工程有限公司,北京,100089 |
| |
| 摘 要： | 对于门式刚架结构自重较轻、竖向作用力与水平力相比所占比重较小的结构,基底弯矩对基底面积起控制作用,特别是碰到地基条件较差的情况下,反而会出现基础埋深越深,底面积越大的情况,针对实际工程进行了比较,并探讨了土的侧压力对基础底面积的影响,从而为类似工程情况提供了设计思路。
|
| 关 键 词： | 门式刚架结构 基础 土的侧压力 |
| 文章编号： | 1009-6825（2007）24-0117-02 |
| 修稿时间： | 2007-03-27 |
The design of the foundation of portal frame structure under special foundation condition |
| |
| GUAN Ni,SHI Yu-ying.The design of the foundation of portal frame structure under special foundation condition[J].Shanxi Architecture,2007,33(24):117-118. |
| |
| Authors: | GUAN Ni SHI Yu-ying |
| |
| Affiliation: | GUAN Ni SHI Yu-ying |
| |
| Abstract: | According to the features of portal frame structure: light deadweight,vertical force smaller than horizontal force,control actions of base moment on base area,especial under worse foundation conditions,which increase with the increment of embedded depth of foundation,comparative analysis is made.The influences of lateral pressure of soil on base area are discussed in order to provide references for similar works. |
| |
| Keywords: | portal frame structure foundation lateral pressure of soil |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
