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Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system

机译:阻尼阻尼支撑框架的阻尼特性及其在巨型次级控制结构系统中的有效性

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摘要

Based on energy dissipation and structural control principle, a new structural configuration, called the mega-sub controlled structure (MSCS) with friction damped braces (FDBs), is first presented. Meanwhile, to calculate the damping coefficient in the slipping state a new analytical method is proposed. The damping characteristics of one-storey friction damped braced frame (FDBF) are investigated, and the influence of the structural parameters on the energy dissipation and the practical engineering design are discussed. The nonlinear dynamic equations and the analytical model of the MSCS with FDBs are established. Three building structures with different structural configurations, which were designed with reference to the conventional mega-sub structures such as used in Tokyo City Hall, are comparatively investigated. The results illustrate that the structure presented in the paper has excellent dynamic properties and satisfactory control effectiveness.
机译:基于能量耗散和结构控制原理,首先提出了一种新的结构配置,称为带有摩擦阻尼支架(FDB)的巨型次级控制结构(MSCS)。同时,为计算滑移状态下的阻尼系数,提出了一种新的解析方法。研究了单层摩擦阻尼支撑框架(FDBF)的阻尼特性,讨论了结构参数对能量耗散的影响以及实际工程设计。建立了带有FDB的MSCS的非线性动力学方程和解析模型。对比研究了三种结构不同的建筑结构,这些结构是参照东京市政厅等传统的巨型次结构设计的。结果表明,本文提出的结构具有优良的动力学性能和令人满意的控制效果。

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