原子能科学技术2016，Vol.50Issue(9)：1641-1646,6.DOI:10.7538/yzk.2016.50.09.1641
悬挂式储液罐抗震分析
Seismic Analysis of Hanged Storage Tank
景丹 1汪军 1戴守通 1袁雨辰1
作者信息
- 1. 中国原子能科学研究院反应堆工程技术研究部，北京 102413
- 折叠
摘要
Abstract
Two types of finite element models were established for the seismic analysis of hanged storage tank .The first one was mass‐spring model based on Housner model and ASCE 4‐98 codes ,and the bending moment at the bottom of the container was equivalent to the pressure of the wall through increasing the height of the pressure .The second one was established by improving Housner model ,and the bending moment at the bottom of the container was calculated by formula and applied to the bottom of the container .Modal solving and spectrum analysis were performed to obtain the vibration characteristic and stress distribution of tank , and the results were compared . The results show that the first model can not be applied to the hanged storage tank because of the loss of the stress causing by the moment at the bottom between the vessel bottom and the ear ,and the stress results are not realistic and not conservative .The second model is more reliable .关键词
悬挂式储液罐/抗震分析/质量-弹簧模型/容器底部弯矩/谱分析Key words
hanged storage tank/seismic analysis/mass-spring model/bending moment at the bottom of the container/spectrum analysis分类
通用工业技术引用本文复制引用
景丹,汪军,戴守通,袁雨辰..悬挂式储液罐抗震分析[J].原子能科学技术,2016,50(9):1641-1646,6.
