DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, YS | ko |
dc.contributor.author | Yun, Chung Bang | ko |
dc.date.accessioned | 2008-09-05T01:14:41Z | - |
dc.date.available | 2008-09-05T01:14:41Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2007-11 | - |
dc.identifier.citation | ENGINEERING STRUCTURES, v.29, no.11, pp.3082 - 3093 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | http://hdl.handle.net/10203/7321 | - |
dc.description.abstract | The friction pendulum system (FPS) is one of the most effective and frequently used seismic isolation devices. In this paper, a double concave friction pendulum system (DCFP) with tri-linear behavior is studied. The DCFP consists of two sliding surfaces with different friction coefficients and radii of curvature. The effects of DCFP systems with various friction values and restoring properties on a bridge are investigated under various earthquake excitations. Earthquake response analyses are carried out in the time domain on a simple bridge model with a DCFP system having various properties. Investigations are carried out on the reduction of the base-shear force on the bridge pier due to the DCFR The advantages of a DCFP with tri-linear behavior are explored. (C) 2007 Elsevier Ltd. All rights reserved. | - |
dc.description.sponsorship | The authors would like to express their sincere thanks for the support from Smart Infra-structure Technology sponsored by the Korea Science and Engineering Foundation (KOSEF) and the Ministry of Science and Technology (MOST) of Korea. | en |
dc.language | English | - |
dc.language.iso | en_US | en |
dc.publisher | ELSEVIER SCI LTD | - |
dc.subject | EARTHQUAKE GROUND MOTIONS | - |
dc.subject | STOCHASTIC RESPONSE | - |
dc.subject | SYSTEMS | - |
dc.title | Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior | - |
dc.type | Article | - |
dc.identifier.wosid | 000251485500024 | - |
dc.identifier.scopusid | 2-s2.0-35548985909 | - |
dc.type.rims | ART | - |
dc.citation.volume | 29 | - |
dc.citation.issue | 11 | - |
dc.citation.beginningpage | 3082 | - |
dc.citation.endingpage | 3093 | - |
dc.citation.publicationname | ENGINEERING STRUCTURES | - |
dc.identifier.doi | 10.1016/j.engstruct.2007.02.009 | - |
dc.embargo.liftdate | 9999-12-31 | - |
dc.embargo.terms | 9999-12-31 | - |
dc.contributor.localauthor | Yun, Chung Bang | - |
dc.contributor.nonIdAuthor | Kim, YS | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | double concave friction pendulum system | - |
dc.subject.keywordAuthor | tri-linear behavior | - |
dc.subject.keywordAuthor | base-isolated bridges | - |
dc.subject.keywordAuthor | time history analysis | - |
dc.subject.keywordAuthor | base shear force on pier | - |
dc.subject.keywordPlus | EARTHQUAKE GROUND MOTIONS | - |
dc.subject.keywordPlus | STOCHASTIC RESPONSE | - |
dc.subject.keywordPlus | SYSTEMS | - |
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