Failure of double friction pendulum bearings under pulse‐type motions
Summary Although the behavior of friction sliding bearings is well understood, the failure behavior has not been thoroughly investigated. However, predicting and understanding the failure of bearings is an important key in designing isolated structures to minimize their collapse in extreme events, a...
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Veröffentlicht in: | Earthquake engineering & structural dynamics 2017-04, Vol.46 (5), p.715-732 |
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creator | Bao, Yu Becker, Tracy C. Hamaguchi, Hiroki |
description | Summary
Although the behavior of friction sliding bearings is well understood, the failure behavior has not been thoroughly investigated. However, predicting and understanding the failure of bearings is an important key in designing isolated structures to minimize their collapse in extreme events, and thus, this study is critical. Because of its relative simplicity and particular availability in certain markets, the failure of the double friction pendulum (DFP) bearing at its physical displacement limit is investigated. The bearing is modeled with a rigid body model including inertia for each of the bearing components. A nonlinear viscoelastic impact model is included to simulate the impact between bearing components. As isolation systems are particularly vulnerable to long‐period excitations, analytical pulses are used as input excitations to investigate the influences of pulse parameters on the failure of DFP. The influences of DFP design parameters are investigated as well. To confirm that the response to the analytical pulses correctly represents the behavior under long‐period ground motions, wavelet analysis to is performed on 14 pairs of pulse‐type ground motion records to extract their pulses, and the failure prediction made from the extracted analytical pulse is compared with the failure from the real ground motions. It is found that using the extracted pulses provides a good estimation for the failure prediction of the ground motions. Copyright © 2016 John Wiley & Sons, Ltd. |
doi_str_mv | 10.1002/eqe.2827 |
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Although the behavior of friction sliding bearings is well understood, the failure behavior has not been thoroughly investigated. However, predicting and understanding the failure of bearings is an important key in designing isolated structures to minimize their collapse in extreme events, and thus, this study is critical. Because of its relative simplicity and particular availability in certain markets, the failure of the double friction pendulum (DFP) bearing at its physical displacement limit is investigated. The bearing is modeled with a rigid body model including inertia for each of the bearing components. A nonlinear viscoelastic impact model is included to simulate the impact between bearing components. As isolation systems are particularly vulnerable to long‐period excitations, analytical pulses are used as input excitations to investigate the influences of pulse parameters on the failure of DFP. The influences of DFP design parameters are investigated as well. To confirm that the response to the analytical pulses correctly represents the behavior under long‐period ground motions, wavelet analysis to is performed on 14 pairs of pulse‐type ground motion records to extract their pulses, and the failure prediction made from the extracted analytical pulse is compared with the failure from the real ground motions. It is found that using the extracted pulses provides a good estimation for the failure prediction of the ground motions. Copyright © 2016 John Wiley & Sons, Ltd.</description><identifier>ISSN: 0098-8847</identifier><identifier>EISSN: 1096-9845</identifier><identifier>DOI: 10.1002/eqe.2827</identifier><identifier>CODEN: IJEEBG</identifier><language>eng</language><publisher>Bognor Regis: Wiley Subscription Services, Inc</publisher><subject>Bearings ; double friction pendulum bearing ; Failure ; Failure analysis ; Friction ; Ground motion ; impact simulation ; Mathematical analysis ; Pendulums ; pulse excitation ; Rigid-body dynamics ; seismic isolation</subject><ispartof>Earthquake engineering & structural dynamics, 2017-04, Vol.46 (5), p.715-732</ispartof><rights>Copyright © 2016 John Wiley & Sons, Ltd.</rights><rights>Copyright © 2017 John Wiley & Sons, Ltd.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c4257-70453155063fe9af8d804c1ef38d86c85b08c0f1921aba1db2de0fcccfe2d3d83</citedby><cites>FETCH-LOGICAL-c4257-70453155063fe9af8d804c1ef38d86c85b08c0f1921aba1db2de0fcccfe2d3d83</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Feqe.2827$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Feqe.2827$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,776,780,1411,27901,27902,45550,45551</link.rule.ids></links><search><creatorcontrib>Bao, Yu</creatorcontrib><creatorcontrib>Becker, Tracy C.</creatorcontrib><creatorcontrib>Hamaguchi, Hiroki</creatorcontrib><title>Failure of double friction pendulum bearings under pulse‐type motions</title><title>Earthquake engineering & structural dynamics</title><description>Summary
Although the behavior of friction sliding bearings is well understood, the failure behavior has not been thoroughly investigated. However, predicting and understanding the failure of bearings is an important key in designing isolated structures to minimize their collapse in extreme events, and thus, this study is critical. Because of its relative simplicity and particular availability in certain markets, the failure of the double friction pendulum (DFP) bearing at its physical displacement limit is investigated. The bearing is modeled with a rigid body model including inertia for each of the bearing components. A nonlinear viscoelastic impact model is included to simulate the impact between bearing components. As isolation systems are particularly vulnerable to long‐period excitations, analytical pulses are used as input excitations to investigate the influences of pulse parameters on the failure of DFP. The influences of DFP design parameters are investigated as well. To confirm that the response to the analytical pulses correctly represents the behavior under long‐period ground motions, wavelet analysis to is performed on 14 pairs of pulse‐type ground motion records to extract their pulses, and the failure prediction made from the extracted analytical pulse is compared with the failure from the real ground motions. It is found that using the extracted pulses provides a good estimation for the failure prediction of the ground motions. Copyright © 2016 John Wiley & Sons, Ltd.</description><subject>Bearings</subject><subject>double friction pendulum bearing</subject><subject>Failure</subject><subject>Failure analysis</subject><subject>Friction</subject><subject>Ground motion</subject><subject>impact simulation</subject><subject>Mathematical analysis</subject><subject>Pendulums</subject><subject>pulse excitation</subject><subject>Rigid-body dynamics</subject><subject>seismic isolation</subject><issn>0098-8847</issn><issn>1096-9845</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNqN0NFKwzAUBuAgCs4p-AgBb7zpPGmaNrmUsU1hIIJelzY5kY6u6ZIF2Z2P4DP6JHZOEATBq3M4fPxwfkIuGUwYQHqDG5ykMi2OyIiByhMlM3FMRgBKJlJmxSk5C2EFADyHYkQW86ppo0fqLDUu1i1S6xu9bVxHe-xMbOOa1lj5pnsJNHYGPe1jG_Dj7X2765Gu3d6Gc3Jiq-F88T3H5Hk-e5reJcuHxf30dpnoLBVFUkAmOBMCcm5RVVYaCZlmaPmw5VqKGqQGy1TKqrpipk4NgtVaW0wNN5KPyfUht_duEzFsy3UTNLZt1aGLoWRScQVM8P9QyQohGWQDvfpFVy76bnhkUIUcypJC_QRq70LwaMveN-vK70oG5b78cii_3Jc_0ORAX5sWd3-6cvY4-_KfOeKF9A</recordid><startdate>20170425</startdate><enddate>20170425</enddate><creator>Bao, Yu</creator><creator>Becker, Tracy C.</creator><creator>Hamaguchi, Hiroki</creator><general>Wiley Subscription Services, Inc</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope><scope>7SM</scope></search><sort><creationdate>20170425</creationdate><title>Failure of double friction pendulum bearings under pulse‐type motions</title><author>Bao, Yu ; Becker, Tracy C. ; Hamaguchi, Hiroki</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c4257-70453155063fe9af8d804c1ef38d86c85b08c0f1921aba1db2de0fcccfe2d3d83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Bearings</topic><topic>double friction pendulum bearing</topic><topic>Failure</topic><topic>Failure analysis</topic><topic>Friction</topic><topic>Ground motion</topic><topic>impact simulation</topic><topic>Mathematical analysis</topic><topic>Pendulums</topic><topic>pulse excitation</topic><topic>Rigid-body dynamics</topic><topic>seismic isolation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bao, Yu</creatorcontrib><creatorcontrib>Becker, Tracy C.</creatorcontrib><creatorcontrib>Hamaguchi, Hiroki</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><jtitle>Earthquake engineering & structural dynamics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bao, Yu</au><au>Becker, Tracy C.</au><au>Hamaguchi, Hiroki</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Failure of double friction pendulum bearings under pulse‐type motions</atitle><jtitle>Earthquake engineering & structural dynamics</jtitle><date>2017-04-25</date><risdate>2017</risdate><volume>46</volume><issue>5</issue><spage>715</spage><epage>732</epage><pages>715-732</pages><issn>0098-8847</issn><eissn>1096-9845</eissn><coden>IJEEBG</coden><abstract>Summary
Although the behavior of friction sliding bearings is well understood, the failure behavior has not been thoroughly investigated. However, predicting and understanding the failure of bearings is an important key in designing isolated structures to minimize their collapse in extreme events, and thus, this study is critical. Because of its relative simplicity and particular availability in certain markets, the failure of the double friction pendulum (DFP) bearing at its physical displacement limit is investigated. The bearing is modeled with a rigid body model including inertia for each of the bearing components. A nonlinear viscoelastic impact model is included to simulate the impact between bearing components. As isolation systems are particularly vulnerable to long‐period excitations, analytical pulses are used as input excitations to investigate the influences of pulse parameters on the failure of DFP. The influences of DFP design parameters are investigated as well. To confirm that the response to the analytical pulses correctly represents the behavior under long‐period ground motions, wavelet analysis to is performed on 14 pairs of pulse‐type ground motion records to extract their pulses, and the failure prediction made from the extracted analytical pulse is compared with the failure from the real ground motions. It is found that using the extracted pulses provides a good estimation for the failure prediction of the ground motions. Copyright © 2016 John Wiley & Sons, Ltd.</abstract><cop>Bognor Regis</cop><pub>Wiley Subscription Services, Inc</pub><doi>10.1002/eqe.2827</doi><tpages>18</tpages></addata></record> |
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subjects | Bearings double friction pendulum bearing Failure Failure analysis Friction Ground motion impact simulation Mathematical analysis Pendulums pulse excitation Rigid-body dynamics seismic isolation |
title | Failure of double friction pendulum bearings under pulse‐type motions |
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