MR阻尼器耦联的带裙房高层建筑的半主动逻辑控制方法
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
针对MR阻尼器耦联的带裙房高层建筑的特点,提出了一种MR阻尼器耦联的带裙房高层建筑的半主动逻辑控制方法,并用此方法对12层带3层裙房的高层建筑进行了试验控制。结果表明,此种方法简单,工程实现容易。
A semiactive logic control method of tall buildings with podium structure using an MR damper is proposed. An earthquakeexcited 12story tall building with 3story podium is used to validate the method presented. The experimental results imply that this kind of logic control method can not only control effectively the responses of tower building and podium structure under earthquake action, but also is simple, and realized easily in engineering.
引文
[1] QuW.L.,XuY.L.Semi-activecontrolofseismicresponseoftallbuildingswithpodiumstructureusingER/MRDampers,Structuraldesignoftallbuilding,10(3):179-192.
    [2] 瞿伟廉,王军武,徐幼麟,等.ER/MR智能阻尼器耦联的带裙房高层建筑结构地震反应的半主动控制[J].地震工程与工程振动,2000,20(4):87-95.
    [3] 陈静,瞿伟廉.基于泛布尔代数的MR阻尼器半主动控制方法.武汉理工大学学报[J].2002,24(7):62-64.
    [4] 陈静,瞿伟廉,张南纶.基于泛布尔代数的结构振动控制机理.噪声与振动控制[J].2002,22(3):37-38.
    [5] 张南纶.泛布尔代数在工程中的应用.武汉大学学报[J].1997,专刊:P40-50.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心