| 29.5m高蓄冷罐基础设计 |
| |
| 引用本文： | 沈忠明. 29.5m高蓄冷罐基础设计[J]. 山西建筑, 2014, 0(9): 62-64 |
| |
| 作者姓名： | 沈忠明 |
| |
| 作者单位： | 华信邮电咨询设计研究院有限公司,浙江杭州310014 |
| |
| 摘 要： | 为解决直径5.9 m,高29.5 m蓄冷罐基础设计,提出了一种通过有限元分析软件MIDAS/Gen对上部钢结构蓄冷罐进行模态分析、反应谱分析的方法,实践证明:采用该方法不仅可得出多遇地震下的整体倾覆力矩,还能可靠经济地进行蓄冷罐基础设计。
|
| 关 键 词： | 蓄冷罐 倾覆力矩 基础 |
The design of 29.5 m high cold storage tank foundation |
| |
| SHEN Zhong-ming. The design of 29.5 m high cold storage tank foundation[J]. Shanxi Architecture, 2014, 0(9): 62-64 |
| |
| Authors: | SHEN Zhong-ming |
| |
| Affiliation: | SHEN Zhong-ming (Huaxin Post and Telecommunication Consulting and Designing Institute Co. , Ltd, Hangzhou 310014, China) |
| |
| Abstract: | In order to solve the problem of design for storage tank foundation which is 5.9 meters in diameter, 29.5 meters high. Presents a method using the finite element analysis software MIDAS/Gen on the upper part of steel storage tank by modal analysis, response spectrum analysis, this method not only can obtain the frequent overturning moment under earthquake, but also the method can reliably and economically for cold storage tank foundation design. |
| |
| Keywords: | stnrage tank overturning moment foundation |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
