Loading…

Dynamic amplification assessment of high-speed railway bridge under resonance condition using multi-sensor fusion

HSR bridges are exposed to repetitive dynamic loading induced by the passage of high-speed trains (HSTs). Moving loads from HSTs can amplify the dynamic responses of bridges. The dynamic amplification factor (DAF) has been measured by the ratio between maximum dynamic to static responses of bridges...

Full description

Saved in:
Bibliographic Details
Published in:International journal of rail transportation (Online) 2022-07, Vol.10 (4), p.456-475
Main Authors: Jeong, Seunghoo, Kim, Hyunmin, Kim, Sung Il, Lee, Kyoung-Chan
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c338t-297659b5886dccad6765be645a17744d122b136b2f4bb11d9dc20b4243944b713
cites cdi_FETCH-LOGICAL-c338t-297659b5886dccad6765be645a17744d122b136b2f4bb11d9dc20b4243944b713
container_end_page 475
container_issue 4
container_start_page 456
container_title International journal of rail transportation (Online)
container_volume 10
creator Jeong, Seunghoo
Kim, Hyunmin
Kim, Sung Il
Lee, Kyoung-Chan
description HSR bridges are exposed to repetitive dynamic loading induced by the passage of high-speed trains (HSTs). Moving loads from HSTs can amplify the dynamic responses of bridges. The dynamic amplification factor (DAF) has been measured by the ratio between maximum dynamic to static responses of bridges when train passes over it. It is difficult to measure the static response during train operation. This study proposes a new framework to assess the DAF of HSR bridges using a multi-sensor fusion technique, which separates the total bridge response into the static and dynamic responses using a single measurement. The proposed method generates time-varying dynamic magnification by calculating the ratio of extracted dynamic response to static response at each measured time step. This method was applied to an HSR bridge under resonance conditions in South Korea and provides a clear understanding of how HSR bridges in resonance.
doi_str_mv 10.1080/23248378.2021.1944827
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_crossref_primary_10_1080_23248378_2021_1944827</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2679589402</sourcerecordid><originalsourceid>FETCH-LOGICAL-c338t-297659b5886dccad6765be645a17744d122b136b2f4bb11d9dc20b4243944b713</originalsourceid><addsrcrecordid>eNp9kEtrwzAQhE1poSHNTygIenaqly351pI-IdBLexZ6OVGwJUeyCf73dZq0x552d5iZhS_LbhFcIsjhPSaYcsL4EkOMlqiilGN2kc2Oes4JLy__dsavs0VKOwghLhAqKZtl-6fRy9ZpINuucbXTsnfBA5mSTam1vgehBlu32eaps9aAKF1zkCNQ0ZmNBYM3NoJoU_DSawt08Mb9NAzJ-Q1oh6Z3ebI-hQjqSQv-JruqZZPs4jzn2dfL8-fqLV9_vL6vHte5JoT3Oa5YWVSq4Lw0WktTTqeyJS0kYoxSgzBWiJQK11QphExlNIaKYkomBIohMs_uTr1dDPvBpl7swhD99FLgklUFryjEk6s4uXQMKUVbiy66VsZRICiOgMUvYHEELM6Ap9zDKed8HWIrDyE2RvRybEKs48TCJUH-r_gGFAiDQg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2679589402</pqid></control><display><type>article</type><title>Dynamic amplification assessment of high-speed railway bridge under resonance condition using multi-sensor fusion</title><source>Taylor and Francis Science and Technology Collection</source><creator>Jeong, Seunghoo ; Kim, Hyunmin ; Kim, Sung Il ; Lee, Kyoung-Chan</creator><creatorcontrib>Jeong, Seunghoo ; Kim, Hyunmin ; Kim, Sung Il ; Lee, Kyoung-Chan</creatorcontrib><description>HSR bridges are exposed to repetitive dynamic loading induced by the passage of high-speed trains (HSTs). Moving loads from HSTs can amplify the dynamic responses of bridges. The dynamic amplification factor (DAF) has been measured by the ratio between maximum dynamic to static responses of bridges when train passes over it. It is difficult to measure the static response during train operation. This study proposes a new framework to assess the DAF of HSR bridges using a multi-sensor fusion technique, which separates the total bridge response into the static and dynamic responses using a single measurement. The proposed method generates time-varying dynamic magnification by calculating the ratio of extracted dynamic response to static response at each measured time step. This method was applied to an HSR bridge under resonance conditions in South Korea and provides a clear understanding of how HSR bridges in resonance.</description><identifier>ISSN: 2324-8378</identifier><identifier>EISSN: 2324-8386</identifier><identifier>DOI: 10.1080/23248378.2021.1944827</identifier><language>eng</language><publisher>Abingdon: Taylor &amp; Francis</publisher><subject>Amplification ; Dynamic amplification factor ; Dynamic loads ; Dynamic response ; High speed rail ; high-speed train ; Moving loads ; multi-sensor fusion ; Multisensor fusion ; railway bridge ; Railway bridges ; Resonance ; Time measurement</subject><ispartof>International journal of rail transportation (Online), 2022-07, Vol.10 (4), p.456-475</ispartof><rights>2021 Informa UK Limited, trading as Taylor &amp; Francis Group 2021</rights><rights>2021 Informa UK Limited, trading as Taylor &amp; Francis Group</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c338t-297659b5886dccad6765be645a17744d122b136b2f4bb11d9dc20b4243944b713</citedby><cites>FETCH-LOGICAL-c338t-297659b5886dccad6765be645a17744d122b136b2f4bb11d9dc20b4243944b713</cites><orcidid>0000-0003-2594-3710 ; 0000-0002-2625-6608 ; 0000-0002-3068-0591</orcidid></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>Jeong, Seunghoo</creatorcontrib><creatorcontrib>Kim, Hyunmin</creatorcontrib><creatorcontrib>Kim, Sung Il</creatorcontrib><creatorcontrib>Lee, Kyoung-Chan</creatorcontrib><title>Dynamic amplification assessment of high-speed railway bridge under resonance condition using multi-sensor fusion</title><title>International journal of rail transportation (Online)</title><description>HSR bridges are exposed to repetitive dynamic loading induced by the passage of high-speed trains (HSTs). Moving loads from HSTs can amplify the dynamic responses of bridges. The dynamic amplification factor (DAF) has been measured by the ratio between maximum dynamic to static responses of bridges when train passes over it. It is difficult to measure the static response during train operation. This study proposes a new framework to assess the DAF of HSR bridges using a multi-sensor fusion technique, which separates the total bridge response into the static and dynamic responses using a single measurement. The proposed method generates time-varying dynamic magnification by calculating the ratio of extracted dynamic response to static response at each measured time step. This method was applied to an HSR bridge under resonance conditions in South Korea and provides a clear understanding of how HSR bridges in resonance.</description><subject>Amplification</subject><subject>Dynamic amplification factor</subject><subject>Dynamic loads</subject><subject>Dynamic response</subject><subject>High speed rail</subject><subject>high-speed train</subject><subject>Moving loads</subject><subject>multi-sensor fusion</subject><subject>Multisensor fusion</subject><subject>railway bridge</subject><subject>Railway bridges</subject><subject>Resonance</subject><subject>Time measurement</subject><issn>2324-8378</issn><issn>2324-8386</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp9kEtrwzAQhE1poSHNTygIenaqly351pI-IdBLexZ6OVGwJUeyCf73dZq0x552d5iZhS_LbhFcIsjhPSaYcsL4EkOMlqiilGN2kc2Oes4JLy__dsavs0VKOwghLhAqKZtl-6fRy9ZpINuucbXTsnfBA5mSTam1vgehBlu32eaps9aAKF1zkCNQ0ZmNBYM3NoJoU_DSawt08Mb9NAzJ-Q1oh6Z3ebI-hQjqSQv-JruqZZPs4jzn2dfL8-fqLV9_vL6vHte5JoT3Oa5YWVSq4Lw0WktTTqeyJS0kYoxSgzBWiJQK11QphExlNIaKYkomBIohMs_uTr1dDPvBpl7swhD99FLgklUFryjEk6s4uXQMKUVbiy66VsZRICiOgMUvYHEELM6Ap9zDKed8HWIrDyE2RvRybEKs48TCJUH-r_gGFAiDQg</recordid><startdate>20220704</startdate><enddate>20220704</enddate><creator>Jeong, Seunghoo</creator><creator>Kim, Hyunmin</creator><creator>Kim, Sung Il</creator><creator>Lee, Kyoung-Chan</creator><general>Taylor &amp; Francis</general><general>Taylor &amp; Francis Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-2594-3710</orcidid><orcidid>https://orcid.org/0000-0002-2625-6608</orcidid><orcidid>https://orcid.org/0000-0002-3068-0591</orcidid></search><sort><creationdate>20220704</creationdate><title>Dynamic amplification assessment of high-speed railway bridge under resonance condition using multi-sensor fusion</title><author>Jeong, Seunghoo ; Kim, Hyunmin ; Kim, Sung Il ; Lee, Kyoung-Chan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c338t-297659b5886dccad6765be645a17744d122b136b2f4bb11d9dc20b4243944b713</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Amplification</topic><topic>Dynamic amplification factor</topic><topic>Dynamic loads</topic><topic>Dynamic response</topic><topic>High speed rail</topic><topic>high-speed train</topic><topic>Moving loads</topic><topic>multi-sensor fusion</topic><topic>Multisensor fusion</topic><topic>railway bridge</topic><topic>Railway bridges</topic><topic>Resonance</topic><topic>Time measurement</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Jeong, Seunghoo</creatorcontrib><creatorcontrib>Kim, Hyunmin</creatorcontrib><creatorcontrib>Kim, Sung Il</creatorcontrib><creatorcontrib>Lee, Kyoung-Chan</creatorcontrib><collection>CrossRef</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of rail transportation (Online)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jeong, Seunghoo</au><au>Kim, Hyunmin</au><au>Kim, Sung Il</au><au>Lee, Kyoung-Chan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dynamic amplification assessment of high-speed railway bridge under resonance condition using multi-sensor fusion</atitle><jtitle>International journal of rail transportation (Online)</jtitle><date>2022-07-04</date><risdate>2022</risdate><volume>10</volume><issue>4</issue><spage>456</spage><epage>475</epage><pages>456-475</pages><issn>2324-8378</issn><eissn>2324-8386</eissn><abstract>HSR bridges are exposed to repetitive dynamic loading induced by the passage of high-speed trains (HSTs). Moving loads from HSTs can amplify the dynamic responses of bridges. The dynamic amplification factor (DAF) has been measured by the ratio between maximum dynamic to static responses of bridges when train passes over it. It is difficult to measure the static response during train operation. This study proposes a new framework to assess the DAF of HSR bridges using a multi-sensor fusion technique, which separates the total bridge response into the static and dynamic responses using a single measurement. The proposed method generates time-varying dynamic magnification by calculating the ratio of extracted dynamic response to static response at each measured time step. This method was applied to an HSR bridge under resonance conditions in South Korea and provides a clear understanding of how HSR bridges in resonance.</abstract><cop>Abingdon</cop><pub>Taylor &amp; Francis</pub><doi>10.1080/23248378.2021.1944827</doi><tpages>20</tpages><orcidid>https://orcid.org/0000-0003-2594-3710</orcidid><orcidid>https://orcid.org/0000-0002-2625-6608</orcidid><orcidid>https://orcid.org/0000-0002-3068-0591</orcidid></addata></record>
fulltext fulltext
identifier ISSN: 2324-8378
ispartof International journal of rail transportation (Online), 2022-07, Vol.10 (4), p.456-475
issn 2324-8378
2324-8386
language eng
recordid cdi_crossref_primary_10_1080_23248378_2021_1944827
source Taylor and Francis Science and Technology Collection
subjects Amplification
Dynamic amplification factor
Dynamic loads
Dynamic response
High speed rail
high-speed train
Moving loads
multi-sensor fusion
Multisensor fusion
railway bridge
Railway bridges
Resonance
Time measurement
title Dynamic amplification assessment of high-speed railway bridge under resonance condition using multi-sensor fusion
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T23%3A32%3A38IST&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%20amplification%20assessment%20of%20high-speed%20railway%20bridge%20under%20resonance%20condition%20using%20multi-sensor%20fusion&rft.jtitle=International%20journal%20of%20rail%20transportation%20(Online)&rft.au=Jeong,%20Seunghoo&rft.date=2022-07-04&rft.volume=10&rft.issue=4&rft.spage=456&rft.epage=475&rft.pages=456-475&rft.issn=2324-8378&rft.eissn=2324-8386&rft_id=info:doi/10.1080/23248378.2021.1944827&rft_dat=%3Cproquest_cross%3E2679589402%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c338t-297659b5886dccad6765be645a17744d122b136b2f4bb11d9dc20b4243944b713%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2679589402&rft_id=info:pmid/&rfr_iscdi=true