首页> 外文会议>International Symposium on Structural Engineering for Young Experts; 20060818-21; Fuzhou amp; Xiamen(CN) >Dynamic Behavior Analysis of Megaframe-Tube Suspension Damper Structural System
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Dynamic Behavior Analysis of Megaframe-Tube Suspension Damper Structural System

机译:巨型管悬挂式减振器结构系统的动力特性分析

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摘要

In this paper,the author combines suspension structure,mega-frame structure and tube structure with theory on structure controlling, brings forward new system of mega-frame-tube suspension damper structure. This kind of structure system using core-tube as means of vertical transportation, has bigger side stiffness. By setting damping controller between suspension floor and core-tube,structure is passively controlled by dead load of floor. This paper applies space-finite element analysis model, methods of random vibration analysis and time-history analysis to investigate the structure dynamic characteristic. Through calculation example, controlling effect on new system of mega-frame-tube suspension damper structure, important parameter and regularity that impact controlling effect are researched. Results indicate that the structure system has fine aseismic property. It is a new structure system in tall building simple to design,facile and having extensive prospect in application.
机译:本文将悬架结构,大型框架结构和管结构与结构控制理论相结合,提出了大型框架管悬挂阻尼器结构的新系统。这种以芯管为竖向运输方式的结构体系,具有较大的侧向刚度。通过在悬架地板和芯管之间设置阻尼控制器,可以通过地板的静载荷来被动控制结构。本文应用空间有限元分析模型,随机振动分析和时程分析方法研究结构动力特性。通过算例,研究了对巨型框架悬挂减振器结构新系统的控制效果,影响控制效果的重要参数和规律性。结果表明该结构体系具有良好的抗震性能。它是一种结构简单,易于设计且在应用中具有广阔前景的高层建筑中的新型结构系统。

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