A Linearization Model for the Displacement Dependent Semi-active Hydraulic Damper

被引：13

作者：

Go, Cheer-Germ ^{[1
]}

Sui, Chung-Huan ^{[1
]}

Shih, Ming-Hsiang ^{[2
]}

Sung, Wen-Pei ^{[3
]}

机构：

[1] Natl Chung Hsing Univ, Dept Civil Engn, Taichung 402, Taiwan

[2] Natl Chi Nan Univ, Dept Civil Engn, Puli 545, Nantou County, Taiwan

[3] Natl Chin Yi Univ Technol, Dept Landscape Architecture, Taichung Cty 411, Taiwan

来源：

JOURNAL OF VIBRATION AND CONTROL | 2010年 / 16卷 / 14期

关键词：

Displacement dependent semi-active hydraulic damper; hydraulic damper; semi-active control; structural control; VARIABLE STIFFNESS SYSTEM; STRUCTURAL CONTROL;

D O I：

10.1177/1077546309349433

中图分类号：

O42 [声学];

学科分类号：

070206 ; 082403 ;

摘要：

In earthquake engineering, a hydraulic damper is a kind of energy-dissipating device to reduce the structural response. Newly developed Displacement Dependent Semi-Active Hydraulic Damper (DSHD) is one of the hydraulic dampers. For this damper, the hydraulic cylinder is acting as a damper connector. This damper connector is like a flexible switch with tight-loose and close-open functions and is used to connect a structure and a resistance component. For a DSHD-added structure, to linearize the nonlinear behavior of DSHD is required for preliminary design. Using the damping ratio as a parameter, the DSHD is modeled as a fixture of a linear spring and linear viscous damper. This approach is valid for application in the engineering practice.

引用

页码：2195 / 2214

页数：20

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