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    Estimation of Collapse Load of Single-Cell Concrete Box-Girder Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): Babu Kurian; Devdas Menon
    Publisher: American Society of Civil Engineers
    Abstract: The simplified equations available at present to predict the collapse loads of single-cell concrete box-girder bridges with simply supported ends are based on either space truss analogy or collapse mechanisms. Experimental ...
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    Correction of Errors in Simplified Transverse Bending Analysis of Concrete Box-Girder Bridges 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 006
    Author(s): Babu Kurian; Devdas Menon
    Publisher: American Society of Civil Engineers
    Abstract: In design practice, the transverse bending analysis of box-girder bridges is commonly done by modeling the cross section as a frame of unit width with imaginary supports at the web locations. The transverse bending moments ...
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    Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024031-1
    Author(s): Babu Kurian; Devdas Menon; Kannan C. Bhanu
    Publisher: ASCE
    Abstract: Space truss analogy and collapse mechanisms are the theoretical methods which are available at present to predict the collapse loads of single-cell concrete box-girder bridges. It is observed that of the two formulations, ...
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