Calculation Analysis of Strengthening Arch Bridge Structure Based on Release Energy Method
The arch bridges were used widely for the good performance under the pressure in China. It was very sensitive to some factors as temperature , settlement etc so that the arch bridges occurred the disease, carrying capacity reduction or even structure destruction etc.In the paper, based on the charac...
Gespeichert in:
| Veröffentlicht in: | Applied Mechanics and Materials 2011-07, Vol.71-78, p.1732-1735 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 1735 |
|---|---|
| container_issue | |
| container_start_page | 1732 |
| container_title | Applied Mechanics and Materials |
| container_volume | 71-78 |
| creator | Li, Xue Jun Wang, Xian Bao Jin, Qing Ping |
| description | The arch bridges were used widely for the good performance under the pressure in China. It was very sensitive to some factors as temperature , settlement etc so that the arch bridges occurred the disease, carrying capacity reduction or even structure destruction etc.In the paper, based on the characteristics of masonry arch bridges, reinforcement method was analyzed, according to the situation of a masonry arch bridge, release energy method was applied to strengthening project. By comparing the stress and the strain before and after the strengthening project, some conclusions could be drawn that the bridge structure carrying capacity had been raised, the energy accumulated in the bridge structure was released, the structure safety margin was improved. |
| doi_str_mv | 10.4028/www.scientific.net/AMM.71-78.1732 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_1443851425</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3105603741</sourcerecordid><originalsourceid>FETCH-LOGICAL-c301t-4e959a3fb0b1a8fb122e69c82cb316592c9faf0947873bfab732678b3898260a3</originalsourceid><addsrcrecordid>eNqNkEtr3DAUhUWTQPP6D4KusrCjly1p6QxJGshQSJtNNkLWXM04OHIiyQzz76PpFNplV_fCOfdczofQFSW1IExdb7fbOrkBQh784OoA-bpbLmtJK6lqKjn7gk5p27JKCsWO0KWWihMuVcMI58e_NVJpztuv6CylV0JaQYU6RS8LO7p5tHmYAu6CHXdpSHjy-GeOENZ5A2EIa9xFt8E3cVitYa_MLs8R8I1NsMLl8AlGKDu-DRDXO7yEvJlWF-jE2zHB5Z95jp7vbn8tvlePP-4fFt1j5TihuRKgG22570lPrfI9ZQxa7RRzPadto5nT3nqihVSS9972pWwrVc-VVqwllp-jb4fc9zh9zJCyeZ3mWKokQ4XgqqGCNcXVHVwuTilF8OY9Dm827gwlZo_YFMTmL2JTEJuC2EhqpDJ7xCVjccjI0YaUwW3-efXfKZ97NYwb</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1443851425</pqid></control><display><type>article</type><title>Calculation Analysis of Strengthening Arch Bridge Structure Based on Release Energy Method</title><source>Scientific.net Journals</source><creator>Li, Xue Jun ; Wang, Xian Bao ; Jin, Qing Ping</creator><creatorcontrib>Li, Xue Jun ; Wang, Xian Bao ; Jin, Qing Ping</creatorcontrib><description>The arch bridges were used widely for the good performance under the pressure in China. It was very sensitive to some factors as temperature , settlement etc so that the arch bridges occurred the disease, carrying capacity reduction or even structure destruction etc.In the paper, based on the characteristics of masonry arch bridges, reinforcement method was analyzed, according to the situation of a masonry arch bridge, release energy method was applied to strengthening project. By comparing the stress and the strain before and after the strengthening project, some conclusions could be drawn that the bridge structure carrying capacity had been raised, the energy accumulated in the bridge structure was released, the structure safety margin was improved.</description><identifier>ISSN: 1660-9336</identifier><identifier>ISSN: 1662-7482</identifier><identifier>ISBN: 9783037852033</identifier><identifier>ISBN: 3037852038</identifier><identifier>EISSN: 1662-7482</identifier><identifier>DOI: 10.4028/www.scientific.net/AMM.71-78.1732</identifier><language>eng</language><publisher>Zurich: Trans Tech Publications Ltd</publisher><ispartof>Applied Mechanics and Materials, 2011-07, Vol.71-78, p.1732-1735</ispartof><rights>2011 Trans Tech Publications Ltd</rights><rights>Copyright Trans Tech Publications Ltd. Jul 2011</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://www.scientific.net/Image/TitleCover/1366?width=600</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Li, Xue Jun</creatorcontrib><creatorcontrib>Wang, Xian Bao</creatorcontrib><creatorcontrib>Jin, Qing Ping</creatorcontrib><title>Calculation Analysis of Strengthening Arch Bridge Structure Based on Release Energy Method</title><title>Applied Mechanics and Materials</title><description>The arch bridges were used widely for the good performance under the pressure in China. It was very sensitive to some factors as temperature , settlement etc so that the arch bridges occurred the disease, carrying capacity reduction or even structure destruction etc.In the paper, based on the characteristics of masonry arch bridges, reinforcement method was analyzed, according to the situation of a masonry arch bridge, release energy method was applied to strengthening project. By comparing the stress and the strain before and after the strengthening project, some conclusions could be drawn that the bridge structure carrying capacity had been raised, the energy accumulated in the bridge structure was released, the structure safety margin was improved.</description><issn>1660-9336</issn><issn>1662-7482</issn><issn>1662-7482</issn><isbn>9783037852033</isbn><isbn>3037852038</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqNkEtr3DAUhUWTQPP6D4KusrCjly1p6QxJGshQSJtNNkLWXM04OHIiyQzz76PpFNplV_fCOfdczofQFSW1IExdb7fbOrkBQh784OoA-bpbLmtJK6lqKjn7gk5p27JKCsWO0KWWihMuVcMI58e_NVJpztuv6CylV0JaQYU6RS8LO7p5tHmYAu6CHXdpSHjy-GeOENZ5A2EIa9xFt8E3cVitYa_MLs8R8I1NsMLl8AlGKDu-DRDXO7yEvJlWF-jE2zHB5Z95jp7vbn8tvlePP-4fFt1j5TihuRKgG22570lPrfI9ZQxa7RRzPadto5nT3nqihVSS9972pWwrVc-VVqwllp-jb4fc9zh9zJCyeZ3mWKokQ4XgqqGCNcXVHVwuTilF8OY9Dm827gwlZo_YFMTmL2JTEJuC2EhqpDJ7xCVjccjI0YaUwW3-efXfKZ97NYwb</recordid><startdate>20110701</startdate><enddate>20110701</enddate><creator>Li, Xue Jun</creator><creator>Wang, Xian Bao</creator><creator>Jin, Qing Ping</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BFMQW</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20110701</creationdate><title>Calculation Analysis of Strengthening Arch Bridge Structure Based on Release Energy Method</title><author>Li, Xue Jun ; Wang, Xian Bao ; Jin, Qing Ping</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c301t-4e959a3fb0b1a8fb122e69c82cb316592c9faf0947873bfab732678b3898260a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Xue Jun</creatorcontrib><creatorcontrib>Wang, Xian Bao</creatorcontrib><creatorcontrib>Jin, Qing Ping</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Continental Europe Database</collection><collection>Technology Collection (ProQuest)</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>Applied Mechanics and Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Xue Jun</au><au>Wang, Xian Bao</au><au>Jin, Qing Ping</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Calculation Analysis of Strengthening Arch Bridge Structure Based on Release Energy Method</atitle><jtitle>Applied Mechanics and Materials</jtitle><date>2011-07-01</date><risdate>2011</risdate><volume>71-78</volume><spage>1732</spage><epage>1735</epage><pages>1732-1735</pages><issn>1660-9336</issn><issn>1662-7482</issn><eissn>1662-7482</eissn><isbn>9783037852033</isbn><isbn>3037852038</isbn><abstract>The arch bridges were used widely for the good performance under the pressure in China. It was very sensitive to some factors as temperature , settlement etc so that the arch bridges occurred the disease, carrying capacity reduction or even structure destruction etc.In the paper, based on the characteristics of masonry arch bridges, reinforcement method was analyzed, according to the situation of a masonry arch bridge, release energy method was applied to strengthening project. By comparing the stress and the strain before and after the strengthening project, some conclusions could be drawn that the bridge structure carrying capacity had been raised, the energy accumulated in the bridge structure was released, the structure safety margin was improved.</abstract><cop>Zurich</cop><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/AMM.71-78.1732</doi><tpages>4</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1660-9336 |
| ispartof | Applied Mechanics and Materials, 2011-07, Vol.71-78, p.1732-1735 |
| issn | 1660-9336 1662-7482 1662-7482 |
| language | eng |
| recordid | cdi_proquest_journals_1443851425 |
| source | Scientific.net Journals |
| title | Calculation Analysis of Strengthening Arch Bridge Structure Based on Release Energy Method |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-08T05%3A48%3A39IST&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=Calculation%20Analysis%20of%20Strengthening%20Arch%20Bridge%20Structure%20Based%20on%20Release%20Energy%20Method&rft.jtitle=Applied%20Mechanics%20and%20Materials&rft.au=Li,%20Xue%20Jun&rft.date=2011-07-01&rft.volume=71-78&rft.spage=1732&rft.epage=1735&rft.pages=1732-1735&rft.issn=1660-9336&rft.eissn=1662-7482&rft.isbn=9783037852033&rft.isbn_list=3037852038&rft_id=info:doi/10.4028/www.scientific.net/AMM.71-78.1732&rft_dat=%3Cproquest_cross%3E3105603741%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=1443851425&rft_id=info:pmid/&rfr_iscdi=true |