浮顶储罐在地震荷载作用下数值模拟分析

英文篇名：Numerical Analysis of Floating Roof Storage Tank under Seismic Loading Action
中文刊名：科学技术与工程
英文刊名：Science Technology and Engineering
作者：孙颖 ; 孙建刚 ; 崔利富 ; 张营
英文作者：SUN Ying1 ; SUN Jian-gang2 ; CUI Li-fu3 ; ZHANG Ying1(College of Civil and Architecture Engineering ; Northeast Petroleum University1 ; Daqing 163318 ; P.R.China ; College of Civil and Architecture Engineering ; Dalian Nationalities University2 ; Dalian 116600 ; P.R.China ; Institute of Road and Bridge Engineering ; Dalian Maritime University3 ; Dalian 116026 ; P.R.China)
中文关键词：浮顶储罐 ; 地震荷载 ; 有限元分析
英文关键词：floating roof storage tank earthquake loading finite element numerical simulation
出版日期：2011-07-08
机构：东北石油大学土木建筑工程学院;大连民族学院土木建筑工程学院;大连海事大学道路与桥梁工程研究所;
年：2011
期：19
出版单位：科学技术与工程

摘要

为了研究浮顶对储罐结构在动力荷载作用下地震响应的影响,选取2 000方原油储罐为研究对象。分别建立无浮顶储罐及浮顶储罐的有限元分析模型,进行Ⅲ类场地单向地震激励作用下储罐结构的有限元数值模拟计算。对其在地震荷载作用下的基底剪力、倾覆力矩、晃动波高进行详细的对比。结果表明浮顶的存在对储罐的基底剪力和倾覆力矩产生影响甚微;对晃动波高有一定的抑制作用,2 000方储罐波高降低率为41%。
To study the seismic response of oil storage tank structure with outside floating roof,select 2 000 m3 oil storage tank as research object,and the finite element analysis model of oil storage tanks with and without outside floating roof were established respectively.The finite element numerical simulation was calculated under single dimensional seismic excitation on Ⅲ site.The results of important peak response parameters including base shear,base moment and liquid sloshing wave height of these two different types of storage tank structure were compared in details.The numerical results show that the outside floating roof have no significant impact on base shear and base moment,but can reduce liquid sloshing wave height up to 41%.

引文

1温德超,郑兆昌,孙焕纯.储液罐抗震研究进展.力学进展,1995;25(1):60—76
    2 Pasleyh C C.Computational fluid dynamics study of flowaround float-ing-roof oil storage tanks.Journal of Wind Engineering and IndustrialAero Dynamics,2000;86(1):37—54
    3 Rahimim D A.CDF simulation of homogenization in large-scale crudeoil storage tanks.Journal of Petroleum Science and Engineering,2004;43(3—4):151—161
    4戴鸿哲,王伟,穆海燕,等.大型外浮顶立式储液罐被动控制方法.哈尔滨工业大学学报,2008;40(10):1537—1541
    5穆海燕.立式储液罐地震反应分析及被动控制方法研究.哈尔滨:哈尔滨工业大学,2006
    6孙建刚.立式储罐地震响应控制研究.哈尔滨:中国地震局工程力学研究所,2002
    7孙建刚.大型立式储罐隔震——理论、方法及实验.北京:科学出版社,2010