水平地震激励下储罐液体晃动与提离分析

英文篇名：Sloshing of liquid and lifting of tank under horizontal seismic ground motion
中文刊名：地震工程与工程振动
英文刊名：Journal of Earthquake Engineering and Engineering Vibration
作者：孙建刚 ; 周利剑 ; 李晓莉 ; 李庆丽
英文作者：SUN Jiangang1 ; 2 ; ZHOU Lijian2 ; LI Xiaoli2 ; LI Qingli2 (1.College of Civil and Architecture Engineering ; Dalian Nationalities University ; Dalian 116600 ; China ; 2.College of Civil and Architecture Engineering ; Daqing Petroleum College ; Daqing 163318 ; China)
中文关键词：储罐 ; 水平地震 ; 相互作用 ; 有限元 ; 晃动和提离
英文关键词：tank ; horizontal seismic ground motion ; interaction ; finite-element ; liquid sloshing ; uplifting
出版日期：2007-10-15
机构：大连民族学院土木建筑工程学院,大庆石油学院土木建筑工程学院,大庆石油学院土木建筑工程学院,大庆石油学院土木建筑工程学院辽宁大连116600,大庆石油学院土木建筑工程学院,黑龙江大庆163318,黑龙江大庆163318,黑龙江大庆163318,黑龙江大庆163318
年：2007
期：05
出版单位：地震工程与工程振动

摘要

在考虑地基与储罐相互作用的情况下,采用有限元法对储罐在水平地震荷载作用下的液面晃动及储罐提离反应进行了分析。结果表明:罐内液体的晃动是长周期运动,其周期受地震动影响。无论是小体积罐还是大体积罐,在一定的地震烈度下均可以发生提离,而且储罐发生提离的时刻大多数是在地震动的峰值过后的一段时间内。大体积的储罐的提离明显小于小体积的罐。底板提离区域为月牙形。
Finite-element method is used to analysis the liquid sloshing and the uplifting response of tank due to horizontal seismic ground motion in the case of considering the interaction of foundation and tank.The analytic results are shown as follows: the sloshing of liquid in tank is a long period motion and the period is affected by earthquake.All the tanks may lift under certain seismic intensity,and the time of uplifting is after the peak value of seismic ground motion in most cases.Compared to the small tank,the uplifting of large tank is less obviously.The shape of lifting zone is crescent moon.The annular lifting displacement changes with time.

引文

[1]孙建刚.立式储罐基础隔震动反应分析[J].地震工程与工程振动,2001,21(3):140-143.
    [2]Haroun MA,Housner G W.Dynamic interaction of liquid Storage tanks and foundation soil[C]//Proc,Second ASCE/EMD Specialty Conf.OnDynamic Response of Structures ASCE,New York,N.Y.,1981:346-360,
    [3]Malhotra V.Uplifting response of unanchored liquid-storage tanks[J].Journal of Structural Eng.,1994,120(12):3525-3547.
    [4]孙建刚.立式储罐地震响应控制研究[D].哈尔滨:中国地震局工程力学研究所,2002.
    [5]陈国兴,张菁莉.深厚软土地基上桩箱基础高层建筑地震反应特性数值模拟[J].地震工程与工程振动,2003,23(3):140-143.