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In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties
Stay cables are important load-bearing structural elements of cable-stayed bridges. Suppressing the large vibrations of the stay cables under the external excitations is of worldwide concern for the bridge engineers and researchers. Over the past decade, the use of crosstie has become one of the mos...
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Published in: | Journal of sound and vibration 2018-03, Vol.417, p.38-55 |
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creator | Jing, Haiquan He, Xuhui Zou, Yunfeng Wang, Hanfeng |
description | Stay cables are important load-bearing structural elements of cable-stayed bridges. Suppressing the large vibrations of the stay cables under the external excitations is of worldwide concern for the bridge engineers and researchers. Over the past decade, the use of crosstie has become one of the most practical and effective methods. Extensive research has led to a better understanding of the mechanics of cable networks, and the effects of different parameters, such as length ratio, mass-tension ratio, and segment ratio on the effectiveness of the crosstie have been investigated. In this study, uniformly distributed elastic crossties serve to replace the traditional single, or several cross-ties, aiming to delay “mode localization.” A numerical method is developed by replacing the uniformly distributed, discrete elastic cross-tie model with an equivalent, continuously distributed, elastic cross-tie model in order to calculate the modal frequencies and mode shapes of the cable-crosstie system. The effectiveness of the proposed method is verified by comparing the elicited results with those obtained using the previous method. The uniformly distributed elastic cross-ties are shown to significantly delay “mode localization.”
•Uniformly distributed elastic crossties (UDEC) delay “mode localization”.•Closed-form solutions to two equal-length cables with UDEC are derived.•A numerical procedure is developed to solve the general two cables with UDEC.•The numerical procedure is confirmed to be effective. |
doi_str_mv | 10.1016/j.jsv.2017.12.004 |
format | article |
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•Uniformly distributed elastic crossties (UDEC) delay “mode localization”.•Closed-form solutions to two equal-length cables with UDEC are derived.•A numerical procedure is developed to solve the general two cables with UDEC.•The numerical procedure is confirmed to be effective.</description><identifier>ISSN: 0022-460X</identifier><identifier>EISSN: 1095-8568</identifier><identifier>DOI: 10.1016/j.jsv.2017.12.004</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>Cable vibration ; Cable-stayed bridge ; Cable-stayed bridges ; Cables ; Continually distributed interconnection ; Crossties ; Delay ; Load bearing elements ; Mathematical models ; Mechanics ; Mode localization ; Numerical methods ; Stress concentration ; Structural members ; Vibration ; Vibration control</subject><ispartof>Journal of sound and vibration, 2018-03, Vol.417, p.38-55</ispartof><rights>2017 Elsevier Ltd</rights><rights>Copyright Elsevier Science Ltd. Mar 17, 2018</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c325t-8e94050f48ae1f6ec8ebb96a9a5c6c1ad6a89300cdafdca471d8673532e67a953</citedby><cites>FETCH-LOGICAL-c325t-8e94050f48ae1f6ec8ebb96a9a5c6c1ad6a89300cdafdca471d8673532e67a953</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Jing, Haiquan</creatorcontrib><creatorcontrib>He, Xuhui</creatorcontrib><creatorcontrib>Zou, Yunfeng</creatorcontrib><creatorcontrib>Wang, Hanfeng</creatorcontrib><title>In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties</title><title>Journal of sound and vibration</title><description>Stay cables are important load-bearing structural elements of cable-stayed bridges. Suppressing the large vibrations of the stay cables under the external excitations is of worldwide concern for the bridge engineers and researchers. Over the past decade, the use of crosstie has become one of the most practical and effective methods. Extensive research has led to a better understanding of the mechanics of cable networks, and the effects of different parameters, such as length ratio, mass-tension ratio, and segment ratio on the effectiveness of the crosstie have been investigated. In this study, uniformly distributed elastic crossties serve to replace the traditional single, or several cross-ties, aiming to delay “mode localization.” A numerical method is developed by replacing the uniformly distributed, discrete elastic cross-tie model with an equivalent, continuously distributed, elastic cross-tie model in order to calculate the modal frequencies and mode shapes of the cable-crosstie system. The effectiveness of the proposed method is verified by comparing the elicited results with those obtained using the previous method. The uniformly distributed elastic cross-ties are shown to significantly delay “mode localization.”
•Uniformly distributed elastic crossties (UDEC) delay “mode localization”.•Closed-form solutions to two equal-length cables with UDEC are derived.•A numerical procedure is developed to solve the general two cables with UDEC.•The numerical procedure is confirmed to be effective.</description><subject>Cable vibration</subject><subject>Cable-stayed bridge</subject><subject>Cable-stayed bridges</subject><subject>Cables</subject><subject>Continually distributed interconnection</subject><subject>Crossties</subject><subject>Delay</subject><subject>Load bearing elements</subject><subject>Mathematical models</subject><subject>Mechanics</subject><subject>Mode localization</subject><subject>Numerical methods</subject><subject>Stress concentration</subject><subject>Structural members</subject><subject>Vibration</subject><subject>Vibration control</subject><issn>0022-460X</issn><issn>1095-8568</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp9kE1LxDAQhoMouK7-AG8Bz62TfqQtnmTxCxa8KHgLaTLFlG5Sk3Zl_72p69nTMB_vOzMPIdcMUgaM3_ZpH_ZpBqxKWZYCFCdkxaApk7rk9SlZAWRZUnD4OCcXIfQA0BR5sSLji03GQVqkO6flQDuPXzNaZTBQafVSRRo-5Rhz19Hp29EwyQNVsh1iydgJvXLWoppQ0_ZAZ2s653fDgWoTJm_aeWko70JIpuh6Sc46OQS8-otr8v748LZ5TravTy-b-22i8qyckhqbAkroiloi6ziqGtu24bKRpeKKSc1l3eQASstOK1lUTNe8yss8Q17JpszX5OboO3oXPwqT6N3sbVwpMuAsejOexyl2nPo90GMnRm920h8EA7GAFb2IYMUCVrBMRLBRc3fUYDx_b9CLEHFZhdr4iEFoZ_5R_wB-WoM0</recordid><startdate>20180317</startdate><enddate>20180317</enddate><creator>Jing, Haiquan</creator><creator>He, Xuhui</creator><creator>Zou, Yunfeng</creator><creator>Wang, Hanfeng</creator><general>Elsevier Ltd</general><general>Elsevier Science Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20180317</creationdate><title>In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties</title><author>Jing, Haiquan ; He, Xuhui ; Zou, Yunfeng ; Wang, Hanfeng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c325t-8e94050f48ae1f6ec8ebb96a9a5c6c1ad6a89300cdafdca471d8673532e67a953</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Cable vibration</topic><topic>Cable-stayed bridge</topic><topic>Cable-stayed bridges</topic><topic>Cables</topic><topic>Continually distributed interconnection</topic><topic>Crossties</topic><topic>Delay</topic><topic>Load bearing elements</topic><topic>Mathematical models</topic><topic>Mechanics</topic><topic>Mode localization</topic><topic>Numerical methods</topic><topic>Stress concentration</topic><topic>Structural members</topic><topic>Vibration</topic><topic>Vibration control</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Jing, Haiquan</creatorcontrib><creatorcontrib>He, Xuhui</creatorcontrib><creatorcontrib>Zou, Yunfeng</creatorcontrib><creatorcontrib>Wang, Hanfeng</creatorcontrib><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of sound and vibration</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jing, Haiquan</au><au>He, Xuhui</au><au>Zou, Yunfeng</au><au>Wang, Hanfeng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties</atitle><jtitle>Journal of sound and vibration</jtitle><date>2018-03-17</date><risdate>2018</risdate><volume>417</volume><spage>38</spage><epage>55</epage><pages>38-55</pages><issn>0022-460X</issn><eissn>1095-8568</eissn><abstract>Stay cables are important load-bearing structural elements of cable-stayed bridges. Suppressing the large vibrations of the stay cables under the external excitations is of worldwide concern for the bridge engineers and researchers. Over the past decade, the use of crosstie has become one of the most practical and effective methods. Extensive research has led to a better understanding of the mechanics of cable networks, and the effects of different parameters, such as length ratio, mass-tension ratio, and segment ratio on the effectiveness of the crosstie have been investigated. In this study, uniformly distributed elastic crossties serve to replace the traditional single, or several cross-ties, aiming to delay “mode localization.” A numerical method is developed by replacing the uniformly distributed, discrete elastic cross-tie model with an equivalent, continuously distributed, elastic cross-tie model in order to calculate the modal frequencies and mode shapes of the cable-crosstie system. The effectiveness of the proposed method is verified by comparing the elicited results with those obtained using the previous method. The uniformly distributed elastic cross-ties are shown to significantly delay “mode localization.”
•Uniformly distributed elastic crossties (UDEC) delay “mode localization”.•Closed-form solutions to two equal-length cables with UDEC are derived.•A numerical procedure is developed to solve the general two cables with UDEC.•The numerical procedure is confirmed to be effective.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.jsv.2017.12.004</doi><tpages>18</tpages></addata></record> |
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subjects | Cable vibration Cable-stayed bridge Cable-stayed bridges Cables Continually distributed interconnection Crossties Delay Load bearing elements Mathematical models Mechanics Mode localization Numerical methods Stress concentration Structural members Vibration Vibration control |
title | In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties |
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