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    Enhancing Shear Strength of Capbeam–Column Joints in Existing Multicolumn Bent Bridges Using an Innovative Method 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    Author(s): Mohammad Khanmohammadi; Asad-Allah Abbasloo; Ebrahim Valadi
    Publisher: American Society of Civil Engineers
    Abstract: Nonintegrated multicolumn bents are the common type of substructure in existing bridges. Among all possible seismic defects in their behavior, capbeam–column joint behavior has not properly been acknowledged so far. Although ...
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    The Effect of In-Span Hinges and Span Numbers on the Seismic Vulnerability of Curved Box-Girder Highway Bridges Considering Material and Geometric Uncertainties 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 004:;page 04021045-1
    Author(s): Mohsenali Shayanfar; Bilal M. Ayyub; Asad-Allah Abbasloo; Hossein Pahlavan
    Publisher: ASCE
    Abstract: Around 15% of seismically designed Californian box-girder bridges incorporate at least one in-span hinge. This class of bridges can be further divided into two subclasses (i.e., single-frame and multiframe subclasses) ...
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