[KSCI] Korea Science Citation Index Service

http://dx.doi.org/10.12989/eas.2013.5.3.261

Simultaneous optimal damper placement using oil, hysteretic and inertial mass dampers

Murakami, Yu (Department of Architecture and Architectural Engineering, Kyoto University)
Noshi, Katsuya (Department of Architecture and Architectural Engineering, Kyoto University)
Fujita, Kohei (Department of Architecture and Architectural Engineering, Kyoto University)
Tsuji, Masaaki (Department of Architecture and Architectural Engineering, Kyoto University)
Takewaki, Izuru (Department of Architecture and Architectural Engineering, Kyoto University)

Publication Information

Earthquakes and Structures / v.5, no.3, 2013 , pp. 261-276 More about this Journal

Abstract

Oil, hysteretic and inertial mass dampers are representatives of passive dampers used for smart enhancement of seismic performance of building structures. Since oil dampers have a nonlinear relief mechanism and hysteretic dampers possess nonlinear restoring-force characteristics, several difficulties arise in the evaluation of buildings including such dampers. The purpose of this paper is to propose a practical method for simultaneous optimal use of such dampers. The optimum design problem is formulated so as to minimize the maximum interstory drift under design earthquakes in terms of a set of damper quantities subject to an equality constraint on the total cost of dampers. The proposed method to solve the optimum design problem is a successive procedure which consists of two steps. The first step is a sensitivity analysis by using nonlinear time-history response analyses, and the second step is a modification of the set of damper quantities based upon the sensitivity analysis. Numerical examples are conducted to demonstrate the effectiveness and validity of the proposed design method.

Keywords

optimal damper placement; multiple dampers; variable adaptive step length; nonlinear damper; simultaneous optimization;

Citations & Related Records

Times Cited By KSCI : 1 (Citation Analysis)

Reference
Cited By KSCI

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1	Passive control system for seismic protection of a multi-tower cable-stayed bridge / [Geng, Fangfang;Ding, Youliang;Song, Jianyong;Li, Wanheng;Li, Aiqun;] / Earthquakes and Structures
2	Effect of feedback on PID controlled active structures under earthquake excitations / [Nigdeli, Sinan Melih;] / Earthquakes and Structures
3	Optimal placement and design of nonlinear dampers for building structures in the frequency domain / [Fujita, Kohei;Kasagi, Masatoshi;Lang, Zi-Qiang;Penfei, Guo;Takewaki, Izuru;] / Earthquakes and Structures