Simulation-based robust design of mass dampers for response mitigation of tension leg platforms
A robust stochastic design framework is discussed for design of mass dampers. The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation. The framework presented fully addresses the complex relationship between the...
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Veröffentlicht in: | Engineering structures 2009-04, Vol.31 (4), p.847-857 |
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creator | Taflanidis, Alexandros A. Angelides, Demos C. Scruggs, Jeffrey T. |
description | A robust stochastic design framework is discussed for design of mass dampers. The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation. The framework presented fully addresses the complex relationship between the coupled dynamics of the platform, the stochastic excitation and the vibration of the dampers. Model parameters that have some level of uncertainty are probabilistically described. In this probabilistic setting, the system reliability is adopted as the design objective. Stochastic simulation is considered for evaluation of the system model response and the overall reliability performance. This way, all nonlinear characteristics of the structural response and environmental excitation are explicitly incorporated into their respective models. An efficient algorithm is discussed for performing the challenging stochastic design optimization. The ideas are illustrated in an application involving a tension leg platform with closely spaced frequencies for the heave and pitch degrees of freedom. |
doi_str_mv | 10.1016/j.engstruct.2008.11.014 |
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The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation. The framework presented fully addresses the complex relationship between the coupled dynamics of the platform, the stochastic excitation and the vibration of the dampers. Model parameters that have some level of uncertainty are probabilistically described. In this probabilistic setting, the system reliability is adopted as the design objective. Stochastic simulation is considered for evaluation of the system model response and the overall reliability performance. This way, all nonlinear characteristics of the structural response and environmental excitation are explicitly incorporated into their respective models. An efficient algorithm is discussed for performing the challenging stochastic design optimization. The ideas are illustrated in an application involving a tension leg platform with closely spaced frequencies for the heave and pitch degrees of freedom.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2008.11.014</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Computation methods. Tables. Charts ; Exact sciences and technology ; Geotechnics ; Hydraulic constructions ; Mass dampers ; Miscellaneous ; Offshore structure (platforms, tanks, etc.) ; Robust reliability-based design ; Stochastic sea model ; Stochastic simulation ; Structural analysis. 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The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation. The framework presented fully addresses the complex relationship between the coupled dynamics of the platform, the stochastic excitation and the vibration of the dampers. Model parameters that have some level of uncertainty are probabilistically described. In this probabilistic setting, the system reliability is adopted as the design objective. Stochastic simulation is considered for evaluation of the system model response and the overall reliability performance. This way, all nonlinear characteristics of the structural response and environmental excitation are explicitly incorporated into their respective models. An efficient algorithm is discussed for performing the challenging stochastic design optimization. The ideas are illustrated in an application involving a tension leg platform with closely spaced frequencies for the heave and pitch degrees of freedom.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Hydraulic constructions</subject><subject>Mass dampers</subject><subject>Miscellaneous</subject><subject>Offshore structure (platforms, tanks, etc.)</subject><subject>Robust reliability-based design</subject><subject>Stochastic sea model</subject><subject>Stochastic simulation</subject><subject>Structural analysis. Stresses</subject><subject>Tension leg platform</subject><subject>Tuned mass damper</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNqFkMtOwzAQRS0EEuXxDXgDuwQ_0thZVhUvCYkFsLZcZ1y5SuLgSZD4e1yK2LKa0ejcOzOXkCvOSs54fbsrYdjilGY3lYIxXXJeMl4dkQXXShZKCnlMFnnCCyaa-pScIe4YY0JrtiDmNfRzZ6cQh2JjEVqa4mbGibaAYTvQ6GlvEWlr-xESUh8TTYBjHBBoH6aw_dHuuQkG3LcdbOmYLTPa4wU58bZDuPyt5-T9_u5t_Vg8vzw8rVfPhZOqngqthBK-aqRtuNeKedgs2dK1tXYCnLNVK3gDja5l1ToQLj9VK2-F9Q78klXynNwcfMcUP2bAyfQBHXSdHSDOaKTUTVOrZQbVAXQpIibwZkyht-nLcGb2gZqd-QvU7AM1nJscX1Ze_66w6Gznkx1cwD-54ELns3TmVgcO8r-fAZJBF2Bw0IYE2bON4d9d39_VktU</recordid><startdate>20090401</startdate><enddate>20090401</enddate><creator>Taflanidis, Alexandros A.</creator><creator>Angelides, Demos C.</creator><creator>Scruggs, Jeffrey T.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20090401</creationdate><title>Simulation-based robust design of mass dampers for response mitigation of tension leg platforms</title><author>Taflanidis, Alexandros A. ; Angelides, Demos C. ; Scruggs, Jeffrey T.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c376t-87272f493a91f870feb505cd68c2ecca4d219e98634dce2c32367fa2afcef5043</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Hydraulic constructions</topic><topic>Mass dampers</topic><topic>Miscellaneous</topic><topic>Offshore structure (platforms, tanks, etc.)</topic><topic>Robust reliability-based design</topic><topic>Stochastic sea model</topic><topic>Stochastic simulation</topic><topic>Structural analysis. Stresses</topic><topic>Tension leg platform</topic><topic>Tuned mass damper</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Taflanidis, Alexandros A.</creatorcontrib><creatorcontrib>Angelides, Demos C.</creatorcontrib><creatorcontrib>Scruggs, Jeffrey T.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Taflanidis, Alexandros A.</au><au>Angelides, Demos C.</au><au>Scruggs, Jeffrey T.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Simulation-based robust design of mass dampers for response mitigation of tension leg platforms</atitle><jtitle>Engineering structures</jtitle><date>2009-04-01</date><risdate>2009</risdate><volume>31</volume><issue>4</issue><spage>847</spage><epage>857</epage><pages>847-857</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>A robust stochastic design framework is discussed for design of mass dampers. The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation. The framework presented fully addresses the complex relationship between the coupled dynamics of the platform, the stochastic excitation and the vibration of the dampers. Model parameters that have some level of uncertainty are probabilistically described. In this probabilistic setting, the system reliability is adopted as the design objective. Stochastic simulation is considered for evaluation of the system model response and the overall reliability performance. This way, all nonlinear characteristics of the structural response and environmental excitation are explicitly incorporated into their respective models. An efficient algorithm is discussed for performing the challenging stochastic design optimization. The ideas are illustrated in an application involving a tension leg platform with closely spaced frequencies for the heave and pitch degrees of freedom.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2008.11.014</doi><tpages>11</tpages></addata></record> |
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source | ScienceDirect Journals (5 years ago - present) |
subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Geotechnics Hydraulic constructions Mass dampers Miscellaneous Offshore structure (platforms, tanks, etc.) Robust reliability-based design Stochastic sea model Stochastic simulation Structural analysis. Stresses Tension leg platform Tuned mass damper |
title | Simulation-based robust design of mass dampers for response mitigation of tension leg platforms |
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