CAJ | 학술논문

针对弹性钢制圆柱储液罐,基于Haroun-Housner模型,将连续流体质量等效为3种集中质量,分别为:对流质量、脉冲质量和刚性质量,与这些集中质量连接的相应刚度取值依赖于储罐壁和流体质量.在水平地震激励下,在储罐底部加摩擦单摆支座,给出了简化的液体 - 储罐-隔震支座的力学分析模型,建立了摩擦摆支座基底隔震体系的振动控制方程,并利用Newmark逐步积分法对控制方程进行了数值求解,研究了摩擦摆支座基底隔震的储液罐地震反应,验证了FPB隔震的有效性.
침대탄성강제원주저액관,기우Haroun-Housner모형,장련속류체질량등효위3충집중질량,분별위:대류질량、맥충질량화강성질량,여저사집중질량련접적상응강도취치의뢰우저관벽화류체질량.재수평지진격려하,재저관저부가마찰단파지좌,급출료간화적액체 - 저관-격진지좌적역학분석모형,건립료마찰파지좌기저격진체계적진동공제방정,병이용Newmark축보적분법대공제방정진행료수치구해,연구료마찰파지좌기저격진적저액관지진반응,험증료FPB격진적유효성.
Based on Haroun-Housner model of cylindrical liquid storage steel tanks,the continuous liquid mass is lumped respectively as convective mass, impulsive mass and rigid mass. The corresponding stiffness associated with the lumped mass is calculated depending upon the properties of the tank wall and the liquid mass.The mechanical model and the governing equation of motion of the liquid storage steel tanks isolated with friction pendulum bearings are presented under earthquake ground motions. And the governing equations of motion are solved by using Newmark's step-by-step method assuming linear variation of acceleration over small time interval. Earthquake response of the liquid storage tanks isolated with the friction pendulum bearing (FPB) is investigated under the earthquake ground motions. It is observed that FPB is quite effective for reducing the earthquake response of tanks.