Force Path Analysis of Ballasted Jointless Bridge Turnout

Force Path Analysis of Ballasted Jointless Bridge Turnout

The action between bridge and ballasted jointless turnout on bridge is reversible. To locate the force path between them,the model of a jointless turnout on a 4×32 m continuous beam were calculated and analyzed. Also analyzed were factors of influence,such as：temperature increment,longitudinal pier...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of Southwest Jiaotong University 2010, Vol.18 (4), p.309-313
1. Verfasser: ZHANG Yao YANG Guan-ling SONG Yang WANG Ping
Format: Artikel
Sprache:eng
Schlagworte:
影响因素
无缝道岔
温度升高
纵向刚度
路径分析
连续梁
镇流器
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 313
container_issue 4
container_start_page 309
container_title Journal of Southwest Jiaotong University
container_volume 18
creator ZHANG Yao YANG Guan-ling SONG Yang WANG Ping
description The action between bridge and ballasted jointless turnout on bridge is reversible. To locate the force path between them,the model of a jointless turnout on a 4×32 m continuous beam were calculated and analyzed. Also analyzed were factors of influence,such as：temperature increment,longitudinal pier stiffness,ballast resistances,and turnout and bridge layouts.
doi_str_mv 10.3969/j.issn.1005-2429.2010.04.007
format Article
fullrecord <record><control><sourceid>wanfang_jour_chong</sourceid><recordid>TN_cdi_wanfang_journals_xnjtdxxb_e201004007</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><cqvip_id>35589903</cqvip_id><wanfj_id>xnjtdxxb_e201004007</wanfj_id><sourcerecordid>xnjtdxxb_e201004007</sourcerecordid><originalsourceid>FETCH-LOGICAL-c637-8ecfcbb700be4e5dbf3b0592dd80e0a4d17d53c3b44fccbb7866026fc1a4483e3</originalsourceid><addsrcrecordid>eNo9j01LxDAYhHNQcF39D0G8SevbJmmb4-7i-sGCHnov-eymhhQ3Xaz_3iwrngZmHmYYhO4LyAmv-OOQuxhDXgCwrKQlz0tIEdAcoL5Ai3__Cl3HOABQIJQvEN-OB2Xwh5j2eBWE_4ku4tHitfBexMlo_Da6MHkTI14fnO4Nbo-HMB6nG3RphY_m9k-XqN0-tZuXbPf-_LpZ7TJVkTprjLJKyhpAGmqYlpZIYLzUugEDguqi1owoIim16gQ2VQVlZVUhKG2IIUv0cK79FsGK0HfDmPbTYDeHYdLzLDtzupoOQZ3ouzOt9mPov1zipVCf1nnTEcYazoGQXx8aWNQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Force Path Analysis of Ballasted Jointless Bridge Turnout</title><source>Alma/SFX Local Collection</source><creator>ZHANG Yao YANG Guan-ling SONG Yang WANG Ping</creator><creatorcontrib>ZHANG Yao YANG Guan-ling SONG Yang WANG Ping</creatorcontrib><description>The action between bridge and ballasted jointless turnout on bridge is reversible. To locate the force path between them,the model of a jointless turnout on a 4×32 m continuous beam were calculated and analyzed. Also analyzed were factors of influence,such as：temperature increment,longitudinal pier stiffness,ballast resistances,and turnout and bridge layouts.</description><identifier>ISSN: 1005-2429</identifier><identifier>DOI: 10.3969/j.issn.1005-2429.2010.04.007</identifier><language>eng</language><publisher>School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China</publisher><subject>影响因素 ; 无缝道岔 ; 温度升高 ; 纵向刚度 ; 路径分析 ; 连续梁 ; 镇流器</subject><ispartof>Journal of Southwest Jiaotong University, 2010, Vol.18 (4), p.309-313</ispartof><rights>Copyright © Wanfang Data Co. Ltd. All Rights Reserved.</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttp://image.cqvip.com/vip1000/qk/85396X/85396X.jpg</thumbnail><link.rule.ids>314,780,784,4024,27923,27924,27925</link.rule.ids></links><search><creatorcontrib>ZHANG Yao YANG Guan-ling SONG Yang WANG Ping</creatorcontrib><title>Force Path Analysis of Ballasted Jointless Bridge Turnout</title><title>Journal of Southwest Jiaotong University</title><addtitle>Journal of Southwest Jiaotong University</addtitle><description>The action between bridge and ballasted jointless turnout on bridge is reversible. To locate the force path between them,the model of a jointless turnout on a 4×32 m continuous beam were calculated and analyzed. Also analyzed were factors of influence,such as：temperature increment,longitudinal pier stiffness,ballast resistances,and turnout and bridge layouts.</description><subject>影响因素</subject><subject>无缝道岔</subject><subject>温度升高</subject><subject>纵向刚度</subject><subject>路径分析</subject><subject>连续梁</subject><subject>镇流器</subject><issn>1005-2429</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNo9j01LxDAYhHNQcF39D0G8SevbJmmb4-7i-sGCHnov-eymhhQ3Xaz_3iwrngZmHmYYhO4LyAmv-OOQuxhDXgCwrKQlz0tIEdAcoL5Ai3__Cl3HOABQIJQvEN-OB2Xwh5j2eBWE_4ku4tHitfBexMlo_Da6MHkTI14fnO4Nbo-HMB6nG3RphY_m9k-XqN0-tZuXbPf-_LpZ7TJVkTprjLJKyhpAGmqYlpZIYLzUugEDguqi1owoIim16gQ2VQVlZVUhKG2IIUv0cK79FsGK0HfDmPbTYDeHYdLzLDtzupoOQZ3ouzOt9mPov1zipVCf1nnTEcYazoGQXx8aWNQ</recordid><startdate>2010</startdate><enddate>2010</enddate><creator>ZHANG Yao YANG Guan-ling SONG Yang WANG Ping</creator><general>School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W92</scope><scope>~WA</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>2010</creationdate><title>Force Path Analysis of Ballasted Jointless Bridge Turnout</title><author>ZHANG Yao YANG Guan-ling SONG Yang WANG Ping</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c637-8ecfcbb700be4e5dbf3b0592dd80e0a4d17d53c3b44fccbb7866026fc1a4483e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>影响因素</topic><topic>无缝道岔</topic><topic>温度升高</topic><topic>纵向刚度</topic><topic>路径分析</topic><topic>连续梁</topic><topic>镇流器</topic><toplevel>online_resources</toplevel><creatorcontrib>ZHANG Yao YANG Guan-ling SONG Yang WANG Ping</creatorcontrib><collection>中文科技期刊数据库</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>中文科技期刊数据库-7.0平台</collection><collection>中文科技期刊数据库-工程技术</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>Journal of Southwest Jiaotong University</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>ZHANG Yao YANG Guan-ling SONG Yang WANG Ping</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Force Path Analysis of Ballasted Jointless Bridge Turnout</atitle><jtitle>Journal of Southwest Jiaotong University</jtitle><addtitle>Journal of Southwest Jiaotong University</addtitle><date>2010</date><risdate>2010</risdate><volume>18</volume><issue>4</issue><spage>309</spage><epage>313</epage><pages>309-313</pages><issn>1005-2429</issn><abstract>The action between bridge and ballasted jointless turnout on bridge is reversible. To locate the force path between them,the model of a jointless turnout on a 4×32 m continuous beam were calculated and analyzed. Also analyzed were factors of influence,such as：temperature increment,longitudinal pier stiffness,ballast resistances,and turnout and bridge layouts.</abstract><pub>School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China</pub><doi>10.3969/j.issn.1005-2429.2010.04.007</doi><tpages>5</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1005-2429
ispartof Journal of Southwest Jiaotong University, 2010, Vol.18 (4), p.309-313
issn 1005-2429
language eng
recordid cdi_wanfang_journals_xnjtdxxb_e201004007
source Alma/SFX Local Collection
subjects 影响因素
无缝道岔
温度升高
纵向刚度
路径分析
连续梁
镇流器
title Force Path Analysis of Ballasted Jointless Bridge Turnout
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-07T12%3A26%3A48IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-wanfang_jour_chong&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Force%20Path%20Analysis%20of%20Ballasted%20Jointless%20Bridge%20Turnout&rft.jtitle=Journal%20of%20Southwest%20Jiaotong%20University&rft.au=ZHANG%20Yao%20YANG%20Guan-ling%20SONG%20Yang%20WANG%20Ping&rft.date=2010&rft.volume=18&rft.issue=4&rft.spage=309&rft.epage=313&rft.pages=309-313&rft.issn=1005-2429&rft_id=info:doi/10.3969/j.issn.1005-2429.2010.04.007&rft_dat=%3Cwanfang_jour_chong%3Exnjtdxxb_e201004007%3C/wanfang_jour_chong%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_cqvip_id=35589903&rft_wanfj_id=xnjtdxxb_e201004007&rfr_iscdi=true