<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-09-19T12:33:46Z</responseDate><request verb="GetRecord" identifier="oai:dspace.mit.edu:1721.1/67631" metadataPrefix="dim">https://dspace.mit.edu/server/oai/request</request><GetRecord><record><header><identifier>oai:dspace.mit.edu:1721.1/67631</identifier><datestamp>2022-01-13T07:54:36Z</datestamp><setSpec>com_1721.1_7582</setSpec><setSpec>com_1721.1_7581</setSpec><setSpec>col_1721.1_131023</setSpec></header><metadata><dim:dim xmlns:dim="http://www.dspace.org/xmlns/dspace/dim" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.dspace.org/xmlns/dspace/dim http://www.dspace.org/schema/dim.xsd">
   <dim:field mdschema="dc" element="contributor" qualifier="advisor" lang="en_US">Michael Triantafyllou.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="author" lang="en_US">Price, Rachel Elizabeth</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="other" lang="en_US">Massachusetts Institute of Technology. Dept. of Mechanical Engineering.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="department">Massachusetts Institute of Technology. Department of Mechanical Engineering</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="accessioned">2011-12-09T21:36:12Z</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="available">2011-12-09T21:36:12Z</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="copyright" lang="en_US">2011</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="issued" lang="en_US">2011</dim:field>
   <dim:field mdschema="dc" element="identifier" qualifier="uri">http://hdl.handle.net/1721.1/67631</dim:field>
   <dim:field mdschema="dc" element="identifier" qualifier="oclc" lang="en_US">766004252</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2011.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Cataloged from PDF version of thesis.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Includes bibliographical references (p. 73-75).</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="abstract" lang="en_US">Recent works have discussed "chaotic" or "Type-II" riser motion and suggested that it is a general feature of VIV riser response. Chaotic riser response contains broad-banded harmonics and a combination of standing and traveling waves, unlike periodic or " Type-I" motion which contains only standing waves and exhibits very narrow harmonics. The extent to which regions of chaotic response increase the damage on the riser had not previously been explored in detail. To facilitate the exploration, a method for separating the effects of the fundamental frequency, higher harmonics, and the chaotic content was developed and applied to four cases from the NDP 38m data set. For test of a bare riser in uniform flow, the damage was increased by a factor of 2 when the higher harmonics of the signal were included and another factor of 2 when the broad-banded harmonics were included. Similar results were obtained for tests of the bare riser in sheared flow as well as a 50% straked riser in uniform and sheared flow. After the results have been supported by theoretical estimations from first principles, it is concluded that the increase in fatigue damage resulting from the chaotic behavior of the riser is as important as that of the higher harmonics of the signal.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="statementofresponsibility" lang="en_US">by Rachel Elizabeth Price.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="degree" lang="en_US">S.M.</dim:field>
   <dim:field mdschema="dc" element="format" qualifier="extent" lang="en_US">104 p.</dim:field>
   <dim:field mdschema="dc" element="language" qualifier="iso" lang="en_US">eng</dim:field>
   <dim:field mdschema="dc" element="publisher" lang="en_US">Massachusetts Institute of Technology</dim:field>
   <dim:field mdschema="dc" element="rights" lang="en_US">M.I.T. theses are protected by 
copyright. They may be viewed from this source for any purpose, but 
reproduction or distribution in any format is prohibited without written 
permission. See provided URL for inquiries about permission.</dim:field>
   <dim:field mdschema="dc" element="rights" qualifier="uri" lang="en_US">http://dspace.mit.edu/handle/1721.1/7582</dim:field>
   <dim:field mdschema="dc" element="subject" lang="en_US">Mechanical Engineering.</dim:field>
   <dim:field mdschema="dc" element="title" lang="en_US">Effects of broad-banded higher harmonics on fatigue damage of risers due to vortex-induced vibrations</dim:field>
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   	&lt;Title>Effects of broad-banded higher harmonics on fatigue damage of risers due to vortex-induced vibrations&lt;/Title>
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   	&lt;PublicationDate>2011&lt;/PublicationDate>
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        	&lt;DisplayName>Price, Rachel Elizabeth&lt;/DisplayName>
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            &lt;DisplayName>Massachusetts Institute of Technology&lt;/DisplayName>
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    &lt;License>http://dspace.mit.edu/handle/1721.1/7582&lt;/License>
    &lt;Keyword>Mechanical Engineering.&lt;/Keyword>
   	&lt;Abstract>Recent works have discussed &amp;quot;chaotic&amp;quot; or &amp;quot;Type-II&amp;quot; riser motion and suggested that it is a general feature of VIV riser response. Chaotic riser response contains broad-banded harmonics and a combination of standing and traveling waves, unlike periodic or &amp;quot; Type-I&amp;quot; motion which contains only standing waves and exhibits very narrow harmonics. The extent to which regions of chaotic response increase the damage on the riser had not previously been explored in detail. To facilitate the exploration, a method for separating the effects of the fundamental frequency, higher harmonics, and the chaotic content was developed and applied to four cases from the NDP 38m data set. For test of a bare riser in uniform flow, the damage was increased by a factor of 2 when the higher harmonics of the signal were included and another factor of 2 when the broad-banded harmonics were included. Similar results were obtained for tests of the bare riser in sheared flow as well as a 50% straked riser in uniform and sheared flow. After the results have been supported by theoretical estimations from first principles, it is concluded that the increase in fatigue damage resulting from the chaotic behavior of the riser is as important as that of the higher harmonics of the signal.&lt;/Abstract>
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