Dynamic response of a monorail steel bridge under a moving train
This study proposes a dynamic response analysis procedure for traffic-induced vibration of a monorail bridge and train. Each car in the monorail train is idealized as a dynamic system of 15-degrees-of-freedom. The governing equations of motion for a three-dimensional monorail bridge–train interactio...
Gespeichert in:
| Veröffentlicht in: | Journal of sound and vibration 2006-06, Vol.294 (3), p.562-579 |
|---|---|
| Hauptverfasser: | , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 579 |
|---|---|
| container_issue | 3 |
| container_start_page | 562 |
| container_title | Journal of sound and vibration |
| container_volume | 294 |
| creator | Lee, C.H. Kawatani, M. Kim, C.W. Nishimura, N. Kobayashi, Y. |
| description | This study proposes a dynamic response analysis procedure for traffic-induced vibration of a monorail bridge and train. Each car in the monorail train is idealized as a dynamic system of 15-degrees-of-freedom. The governing equations of motion for a three-dimensional monorail bridge–train interaction system are derived using Lagrange's formulation for monorail trains, and a finite-element method for modal analysis of monorail bridges. Analytical results on dynamic response of the monorail train and bridge are compared with field-test data in order to verify the validity of the proposed analysis procedure, and a positive correlation is found. An interesting feature of the monorail bridge response is that sway motion is caused by torsional behavior resulting from eccentricity between the shear center of the bridge section and the train load. |
| doi_str_mv | 10.1016/j.jsv.2005.12.028 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_29236479</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0022460X06000228</els_id><sourcerecordid>29236479</sourcerecordid><originalsourceid>FETCH-LOGICAL-c468t-c698f087b15c908a8a5a2a8979d492367468abd66249535ae929b3f91a0d53083</originalsourceid><addsrcrecordid>eNp9kD1PwzAQhi0EEqXwA9i8wJZwdr5ssYD4liqxgMRmOc6lcpTYxU4r9d-T0kpsTDfc876newi5ZJAyYOVNl3Zxk3KAImU8BS6OyIyBLBJRlOKYzAA4T_ISvk7JWYwdAMg8y2fk7nHr9GANDRhX3kWkvqWaDt75oG1P44jY0zrYZol07RoMv9uNdUs6ToQ7Jyet7iNeHOacfD4_fTy8Jov3l7eH-0Vi8lKMiSmlaEFUNSuMBKGFLjTXQlayySXPymqidN2UJc9lkRUaJZd11kqmoSkyENmcXO97V8F_rzGOarDRYN9rh34dFd-15JWcQLYHTfAxBmzVKthBh61ioHauVKcmV2rnSjGuJldT5upQrqPRfRu0Mzb-BSsBrAI2cbd7DqdPNxaDisaiM9jYgGZUjbf_XPkBN_V9UQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>29236479</pqid></control><display><type>article</type><title>Dynamic response of a monorail steel bridge under a moving train</title><source>Elsevier ScienceDirect Journals</source><creator>Lee, C.H. ; Kawatani, M. ; Kim, C.W. ; Nishimura, N. ; Kobayashi, Y.</creator><creatorcontrib>Lee, C.H. ; Kawatani, M. ; Kim, C.W. ; Nishimura, N. ; Kobayashi, Y.</creatorcontrib><description>This study proposes a dynamic response analysis procedure for traffic-induced vibration of a monorail bridge and train. Each car in the monorail train is idealized as a dynamic system of 15-degrees-of-freedom. The governing equations of motion for a three-dimensional monorail bridge–train interaction system are derived using Lagrange's formulation for monorail trains, and a finite-element method for modal analysis of monorail bridges. Analytical results on dynamic response of the monorail train and bridge are compared with field-test data in order to verify the validity of the proposed analysis procedure, and a positive correlation is found. An interesting feature of the monorail bridge response is that sway motion is caused by torsional behavior resulting from eccentricity between the shear center of the bridge section and the train load.</description><identifier>ISSN: 0022-460X</identifier><identifier>EISSN: 1095-8568</identifier><identifier>DOI: 10.1016/j.jsv.2005.12.028</identifier><identifier>CODEN: JSVIAG</identifier><language>eng</language><publisher>London: Elsevier Ltd</publisher><subject>Exact sciences and technology ; Fundamental areas of phenomenology (including applications) ; Physics ; Solid mechanics ; Structural and continuum mechanics ; Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><ispartof>Journal of sound and vibration, 2006-06, Vol.294 (3), p.562-579</ispartof><rights>2006 Elsevier Ltd</rights><rights>2006 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c468t-c698f087b15c908a8a5a2a8979d492367468abd66249535ae929b3f91a0d53083</citedby><cites>FETCH-LOGICAL-c468t-c698f087b15c908a8a5a2a8979d492367468abd66249535ae929b3f91a0d53083</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0022460X06000228$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=17801701$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Lee, C.H.</creatorcontrib><creatorcontrib>Kawatani, M.</creatorcontrib><creatorcontrib>Kim, C.W.</creatorcontrib><creatorcontrib>Nishimura, N.</creatorcontrib><creatorcontrib>Kobayashi, Y.</creatorcontrib><title>Dynamic response of a monorail steel bridge under a moving train</title><title>Journal of sound and vibration</title><description>This study proposes a dynamic response analysis procedure for traffic-induced vibration of a monorail bridge and train. Each car in the monorail train is idealized as a dynamic system of 15-degrees-of-freedom. The governing equations of motion for a three-dimensional monorail bridge–train interaction system are derived using Lagrange's formulation for monorail trains, and a finite-element method for modal analysis of monorail bridges. Analytical results on dynamic response of the monorail train and bridge are compared with field-test data in order to verify the validity of the proposed analysis procedure, and a positive correlation is found. An interesting feature of the monorail bridge response is that sway motion is caused by torsional behavior resulting from eccentricity between the shear center of the bridge section and the train load.</description><subject>Exact sciences and technology</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><issn>0022-460X</issn><issn>1095-8568</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2006</creationdate><recordtype>article</recordtype><recordid>eNp9kD1PwzAQhi0EEqXwA9i8wJZwdr5ssYD4liqxgMRmOc6lcpTYxU4r9d-T0kpsTDfc876newi5ZJAyYOVNl3Zxk3KAImU8BS6OyIyBLBJRlOKYzAA4T_ISvk7JWYwdAMg8y2fk7nHr9GANDRhX3kWkvqWaDt75oG1P44jY0zrYZol07RoMv9uNdUs6ToQ7Jyet7iNeHOacfD4_fTy8Jov3l7eH-0Vi8lKMiSmlaEFUNSuMBKGFLjTXQlayySXPymqidN2UJc9lkRUaJZd11kqmoSkyENmcXO97V8F_rzGOarDRYN9rh34dFd-15JWcQLYHTfAxBmzVKthBh61ioHauVKcmV2rnSjGuJldT5upQrqPRfRu0Mzb-BSsBrAI2cbd7DqdPNxaDisaiM9jYgGZUjbf_XPkBN_V9UQ</recordid><startdate>20060601</startdate><enddate>20060601</enddate><creator>Lee, C.H.</creator><creator>Kawatani, M.</creator><creator>Kim, C.W.</creator><creator>Nishimura, N.</creator><creator>Kobayashi, Y.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope></search><sort><creationdate>20060601</creationdate><title>Dynamic response of a monorail steel bridge under a moving train</title><author>Lee, C.H. ; Kawatani, M. ; Kim, C.W. ; Nishimura, N. ; Kobayashi, Y.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c468t-c698f087b15c908a8a5a2a8979d492367468abd66249535ae929b3f91a0d53083</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2006</creationdate><topic>Exact sciences and technology</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Physics</topic><topic>Solid mechanics</topic><topic>Structural and continuum mechanics</topic><topic>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lee, C.H.</creatorcontrib><creatorcontrib>Kawatani, M.</creatorcontrib><creatorcontrib>Kim, C.W.</creatorcontrib><creatorcontrib>Nishimura, N.</creatorcontrib><creatorcontrib>Kobayashi, Y.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><jtitle>Journal of sound and vibration</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lee, C.H.</au><au>Kawatani, M.</au><au>Kim, C.W.</au><au>Nishimura, N.</au><au>Kobayashi, Y.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dynamic response of a monorail steel bridge under a moving train</atitle><jtitle>Journal of sound and vibration</jtitle><date>2006-06-01</date><risdate>2006</risdate><volume>294</volume><issue>3</issue><spage>562</spage><epage>579</epage><pages>562-579</pages><issn>0022-460X</issn><eissn>1095-8568</eissn><coden>JSVIAG</coden><abstract>This study proposes a dynamic response analysis procedure for traffic-induced vibration of a monorail bridge and train. Each car in the monorail train is idealized as a dynamic system of 15-degrees-of-freedom. The governing equations of motion for a three-dimensional monorail bridge–train interaction system are derived using Lagrange's formulation for monorail trains, and a finite-element method for modal analysis of monorail bridges. Analytical results on dynamic response of the monorail train and bridge are compared with field-test data in order to verify the validity of the proposed analysis procedure, and a positive correlation is found. An interesting feature of the monorail bridge response is that sway motion is caused by torsional behavior resulting from eccentricity between the shear center of the bridge section and the train load.</abstract><cop>London</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.jsv.2005.12.028</doi><tpages>18</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0022-460X |
| ispartof | Journal of sound and vibration, 2006-06, Vol.294 (3), p.562-579 |
| issn | 0022-460X 1095-8568 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_29236479 |
| source | Elsevier ScienceDirect Journals |
| subjects | Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) |
| title | Dynamic response of a monorail steel bridge under a moving train |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-05T23%3A33%3A17IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Dynamic%20response%20of%20a%20monorail%20steel%20bridge%20under%20a%20moving%20train&rft.jtitle=Journal%20of%20sound%20and%20vibration&rft.au=Lee,%20C.H.&rft.date=2006-06-01&rft.volume=294&rft.issue=3&rft.spage=562&rft.epage=579&rft.pages=562-579&rft.issn=0022-460X&rft.eissn=1095-8568&rft.coden=JSVIAG&rft_id=info:doi/10.1016/j.jsv.2005.12.028&rft_dat=%3Cproquest_cross%3E29236479%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=29236479&rft_id=info:pmid/&rft_els_id=S0022460X06000228&rfr_iscdi=true |