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...
Saved in:
Published in: | International journal of rail transportation (Online) 2022-07, Vol.10 (4), p.456-475 |
---|---|
Main Authors: | , , , |
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 & 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 & Francis Group 2021</rights><rights>2021 Informa UK Limited, trading as Taylor & 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 & Francis</general><general>Taylor & 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 & 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 & 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 |