摘要
介绍了反应位移法的基本原理和计算方法,并在大型有限元商业软件ANSYS中实现,将其应用于核电厂工业水池抗震设计分析,对不同工况下的工业水池的内力分布展开研究,同时通过ANSYS的二次开发并结合五点公式计算得到结构内力分布规律及其危险工况,为工业水池合理截面设计及配筋方案提供技术支持。结果表明:工业水池侧墙最大弯矩发生在中间部位的中部和底部,在同等抗震等级条件下,SL1地震作用下侧墙弯矩大于SL2地震作用下的;柱子内力规律性明显,水池中间所受内力最大,SL2地震作用下变形结果大于SL1地震作用下的,空水状态为危险工况,且采用适当的配筋措施能够满足结构抗震要求。该研究成果可为核电工业水池抗震设计或其他类似工程的设计提供参考。
This paper introduces the basic principle and calculation method of displacement re- sponse method, and implements in the large finite element commercial software ANSYS. We study the internal force distribution under different conditions of the industrial pool. Through the secondary development of ANSYS and the five-point formula we obtain the internal force distri- bution of structure under the critical working condition, and provide technical support for the in- dustrial pool. Numerical simulation shows that the maximum bending moment of the side wall of the industry pool is in the middle part of the middle and bottom. Under the same seismic design category, the side wall bending moment under the action of SL1 is greater than that the SL2. The internal force distribution of column is obvious, and the middle of the industry pool has a maxi- mum internal force. The deformation due to SL2 is larger than that due to SL1, and in the empty status the working condition is critical. Adoption of requirements. The results of this paper can provide power industry pools, or other similar engineering. appropriate measures can meet the aseismic a reference for the seismic design of nuclear
出处
《防灾减灾工程学报》
CSCD
北大核心
2016年第5期792-797,共6页
Journal of Disaster Prevention and Mitigation Engineering
基金
地震行业科研专项经费项目(2015419014)
大连市科技计划项目(2014E13SF145)资助
关键词
核工业水池
反应位移法
抗震设计
地基弹簧系数
SL1
SL2
nuclear industry pool
response displacement method
seismic design
foundation resistance coefficient
SL1 SL2
作者简介
赵杰（1980-），男，讲师，博士。主要从事岩土与地下结构稳定分析、工程抗震研究。Email：zhaojie—gd@163．com
