市政技术2024，Vol.42Issue(1)：162-168,7.DOI:10.19922/j.1009-7767.2024.01.162
水池底板在弹性地基条件下的内力研究
Research on Internal Force of Bottom Plate of a Water Tank Under Elastic Foundation Conditions
吴俊1
作者信息
- 1. 上海市建工设计研究总院有限公司,上海 200235
- 折叠
摘要
Abstract
In the design of water supply and drainage structures,some water tanks have larger sizes in order to meet the requirements of treatment technology.Therefore,it is necessary to simultaneously meet the rationality of economy and component size under the premise of safety.By comparing and analyzing the assumed calculation examples us-ingby a uniformly distributed foundation reaction model and an elastic foundation model,the necessity of an elastic foundation model for calculation in the design of larger sized water tanks was verified.This research result can pro-vide a certain reference for the design of water tank structures in municipal water supply and drainage structures,so as to adopt reasonable calculation methods for practical engineering in future.关键词
水池结构/底板/弹性地基/内力/基床系数Key words
water tank structure/bottom plate/elastic foundation/internal force/foundation bed coefficient分类
建筑与水利引用本文复制引用
吴俊..水池底板在弹性地基条件下的内力研究[J].市政技术,2024,42(1):162-168,7.
