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Closure control theory for steel girder bridge based onbearing forced displacement method
Civil Engineering | 更新时间：2025-11-05

    • Closure control theory for steel girder bridge based onbearing forced displacement method

    • “In the field of steel main beam bridge closure construction, experts used the Euler beam deflection differential equation and the integral method to solve the deflection curve closure solution of a three span continuous beam bridge under two conditions: step-by-step closure of the bridge using the support forced displacement method and one-time closure of the bridge. The practical bridge closure control effect and engineering application value of this method were verified.”
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 5, Pages: 199-207(2025)

    • DOI：10.11835/j.issn.2096-6717.2023.078    

      CLC： U441.5;U445.4

    • Received：01 April 2023，

      Published：25 October 2025

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  • ZHAO Zhihang,ZHOU Shijun,ZHOU Cao,et al.Closure control theory for steel girder bridge based onbearing forced displacement method[J].Journal of Civil and Environmental Engineering,2025,47(05):199-207. DOI： 10.11835/j.issn.2096-6717.2023.078.

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