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http://dx.doi.org/10.5000/EESK.2002.6.4.039

Experimental Study on Characteristics of Low Hardness Rubber Bearing  

정길영 (유니슨기술연구소)
하동호 (유니슨기술연구소)
박건록 (유니슨기술연구소)
권형오 (유니슨기술연구소)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.6, no.4, 2002 , pp. 39-49 More about this Journal
Abstract
In this paper, the characteristics of RB(rubber bearing) were studied by various prototype tests on RB with low hardness rubber. The characteristics of RB were tested on displacements, repeated cycles, frequencies, vertical pressures, temperature, vertical stiffness and the capability of shear deformation. The prototype test showed that the displacement and vertical pressures were the most governing factors influencing on characteristics of RB. The effective stiffness and equivalent damping of RB showed small increment in high frequency range. After the repeated cyclic test with 50's cycles, the effective stiffness and equivalent damping of RB were almost constant compared with those of the 1st cycles due to low hysteretic damping. The shear modulus of RB was reduced after large deformation, and this value of RB was partly recovered after 40 days. Finally, the shear failure test of RB was conducted, the prototype was failed over 490% of shear strain, and real size RB was failed over 430% of shear strain.
Keywords
rubber bearing; low hardness; prototype test; effective stiffness; equivalent damping ratio;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 “ISO standard specification - Rubber products - Laminated rubber bearings for seismic protection of bridges,” Final draft prepared by Japanese party, 2000.
2 Civil Engineering Research Center(CERC), “Temporary manual of design method for base-isolated highway bridges,” Tokyo, Japan, 1992.
3 “道路橋支承便覽-改訂案”, 日本道路協會, 2001.
4 건설교통부, 도로교 설계기준, 2000.
5 “免震積層ゴム入門”, 日本免震構造協會, (株)オ-ム, 1997.
6 정길영, 박건록, 하동호, 김두훈, “건물용 납면진받침의 의존성 평가 실험”, 2002년도 춘계 한국지진공학회 학술발표회 논문집, pp. 373-382.   과학기술학회마을
7 AASHTO, Guide Specifications for Seismic Isolation Design, 2nd Edition, 1999.
8 “免震用積層ゴムハンドブック”, (社)日本ゴム協會, 免震用積層ゴム委員會, 理工圖書(株), 2000.
9 박건록, 정길영, 김준호, 김두훈, “대변위용 고무받침의 변형경화 개선에 관한 연구”, 2001년도 추계 학술발표회 논문집, (사)한국고무학회, pp. 104-108.
10 “免震構造設計指針”, 日本建築學會, 2001.
11 Unison R&D Center, “Prototype test results of natural rubber bearing and lead rubber bearing,” 2001.
12 Skinner, R. I, William, H. R., and McVerry, G. H., An Introduction to Seismic Isolation, John Wiley & Sons, 1993.
13 AASHTO, Standard Specifications for Highway Bridges, 16th Edition, 1996.