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Investigation on mechanical performance of prestressed concrete box‐girder bridge strengthened using composite trusses with different shapes.

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Title: Investigation on mechanical performance of prestressed concrete box‐girder bridge strengthened using composite trusses with different shapes.
Authors: Hou, Peng1 (AUTHOR) houpeng@seu.edu.cn, Yang, Caiqian1 (AUTHOR) ycqjxx@seu.edu.cn, Yang, Jing2 (AUTHOR) j.yang@yzu.edu.cn, Pan, Yong3 (AUTHOR) yongpan1973@163.com
Source: Structural Concrete. Jun2024, Vol. 25 Issue 3, p1620-1636. 17p.
Database: Academic Search Ultimate
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An: 177740972
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  Data: Investigation on mechanical performance of prestressed concrete box‐girder bridge strengthened using composite trusses with different shapes.
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  Data: <searchLink fieldCode="AR" term="%22Hou%2C+Peng%22">Hou, Peng</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> houpeng@seu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Yang%2C+Caiqian%22">Yang, Caiqian</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> ycqjxx@seu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Yang%2C+Jing%22">Yang, Jing</searchLink><relatesTo>2</relatesTo> (AUTHOR)<i> j.yang@yzu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Pan%2C+Yong%22">Pan, Yong</searchLink><relatesTo>3</relatesTo> (AUTHOR)<i> yongpan1973@163.com</i>
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  Data: <searchLink fieldCode="JN" term="%22Structural+Concrete%22">Structural Concrete</searchLink>. Jun2024, Vol. 25 Issue 3, p1620-1636. 17p.
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=asn&AN=177740972
RecordInfo BibRecord:
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      – Type: doi
        Value: 10.1002/suco.202300183
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      – Code: eng
        Text: English
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        PageCount: 17
        StartPage: 1620
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      – TitleFull: Investigation on mechanical performance of prestressed concrete box‐girder bridge strengthened using composite trusses with different shapes.
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            NameFull: Hou, Peng
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            NameFull: Yang, Caiqian
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            NameFull: Yang, Jing
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              Text: Jun2024
              Type: published
              Y: 2024
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              Value: 25
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