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Hourglass-shaped strip damper subjected to monotonic and cyclic loadings

Authors
Lee, Chang-HwanLho, Seung-HeeKim, Do-HyunOh, JintakJu, Young K.
Issue Date
15-Jul-2016
Publisher
ELSEVIER SCI LTD
Keywords
Metallic damper; Passive damping device; Seismic retrofitting; Energy dissipation; Backbone curve; Membrane effect; Hysteretic model; Combined isotropic-kinematic hardening
Citation
ENGINEERING STRUCTURES, v.119, pp.122 - 134
Indexed
SCIE
SCOPUS
Journal Title
ENGINEERING STRUCTURES
Volume
119
Start Page
122
End Page
134
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/88054
DOI
10.1016/j.engstruct.2016.04.019
ISSN
0141-0296
Abstract
An hourglass-shaped strip damper (HSD) was proposed to improve on the conventional slit damper. The damper has non-uniform strips which have a smaller cross-sectional area close to the middle height. To find the structural capacities of HSD subjected to monotonic and cyclic loadings, experimental tests were carried out in this study. Test parameters were loading rate, material strength, and the number of damper plates. The results showed substantial load resistance capacity under monotonic loadings, and excellent ductility and energy dissipation were exhibited under cyclic loadings, with even distribution of damage over the entire height of strips. Based on the test results, a simple hysteretic model using a combined isotropic kinematic hardening rule was also proposed. The comparison demonstrated that it represents the tested cyclic load displacement hysteresis well. It is expected that the proposed model can be successfully used to predict the behavior of HSD in real-world applications. (C) 2016 Elsevier Ltd. All rights reserved.
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