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Cited 15 time in webofscience Cited 17 time in scopus
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Cost-effectiveness evaluation of an MR damper system based on a life-cycle cost concept

Authors
Hahm, DaegiOk, Seung-YongPark, WonsukKoh, Hyun-MooPark, Kwan-Soon
Issue Date
Jan-2013
Publisher
KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE
Keywords
cost-effectiveness; life-cycle cost; semi-active control; magneto-rheological damper; cable-stayed bridge
Citation
KSCE JOURNAL OF CIVIL ENGINEERING, v.17, no.1, pp 145 - 154
Pages
10
Indexed
SCIE
SCOPUS
KCI
Journal Title
KSCE JOURNAL OF CIVIL ENGINEERING
Volume
17
Number
1
Start Page
145
End Page
154
URI
https://scholarworks.dongguk.edu/handle/sw.dongguk/15423
DOI
10.1007/s12205-013-1244-6
ISSN
1226-7988
1976-3808
Abstract
A method for evaluating the economic efficiency of a semi-active Magneto-Rheological (MR) damper system for cable-stayed bridges under earthquake loadings is described and its evaluation results are investigated in this paper. The economic efficiency of semi-active MR damper system is addressed by introducing the concept of life-cycle cost. We simply define the life-cycle cost as the sum of the initial construction cost and the expected cost of the damage over the lifespan of the structure. To evaluate the expected damage cost, the probability of failure is estimated by use of the crossing theory in conjunction with the simulation methods. As a measure of economic efficiency, the cost-effectiveness index is defined as the ratio of life-cycle costs between a bridge structure with the MR damper system and a bridge structure with shock transmission units. In order to examine the cost-effectiveness of the MR damper system, the scale of damage cost and the scale of damper cost are adopted as two parametric variables. The evaluation results show that the scale of damper cost has little influence on the cost-effectiveness of the MR damper system, while the scale of damage cost has a significant influence on its cost-effectiveness. It is also found that the MR damper system is highly cost-effective especially for the ground motion in regions of moderate seismicity with soft soil conditions and strong seismicity with stiff soil conditions.
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