Behavior of greenhouse foundations subjected to uplift loads

被引：0
|
作者：
Peña, A
Valera, DL
Pérez, F
Ayuso, J
Pérez, J
机构：
[1] Univ Almeria, Dept Rural Engn, Almeria 04120, Spain
[2] Univ Cordoba, Dept Rural Engn, Cordoba, Spain
来源：
TRANSACTIONS OF THE ASAE | 2004年 / 47卷 / 05期
关键词：
greenhouses; failure surface; finite; uplift;
D O I：
暂无
中图分类号：
S2 [农业工程];
学科分类号：
0828 ;
摘要：
In this article, we report a study of the field behavior of various types of concrete foundations used in greenhouses in Almeria, Spain. The relationship between foundation displacement and maximum uplift load was evaluated in terms of the effects of the depth of the foundation, the diameter of the foundation base, and the geometry of the failure surface. The results of the field trial are compared with results from simulation studies using finite element analysis and from the use of empirical formulae.
引用
收藏
页码：1651 / 1657
页数：7
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