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    Residual Capacity of Axially Loaded Circular RC Columns after Lateral Low-Velocity Impact 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Wei Fan;Bin Liu;Gary R. Consolazio
    Publisher: American Society of Civil Engineers
    Abstract: RC bridge columns that are at risk for collision loading must be designed for lateral impact load. Because bridge columns must also support axial loads, evaluating the residual axial capacity and collapse risk of impact-damaged ...
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    Numerically Efficient Dynamic Analysis of Barge Collisions with Bridge Piers 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Gary R. Consolazio; David R. Cowan
    Publisher: American Society of Civil Engineers
    Abstract: Assessing the structural response and vulnerability of bridge piers to collisions by barges typically involves either the use of static pier analysis codes and design-specification-stipulated equivalent static loading ...
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    Residual Capacity of Axially Loaded Circular RC Columns after Lateral Low-Velocity Impact 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Wei Fan; Bin Liu; Gary R. Consolazio
    Publisher: American Society of Civil Engineers
    Abstract: RC bridge columns that are at risk for collision loading must be designed for lateral impact load. Because bridge columns must also support axial loads, evaluating the residual axial capacity and collapse risk of impact-damaged ...
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    Design Loads and Pier Responses for Oblique Side Barge Impacts on Bridges 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 006:;page 04022041
    Author(s): Joel G. Sotolongo; Michael T. Davidson; Gary R. Consolazio
    Publisher: ASCE
    Abstract: For bridges susceptible to barge collision, design provisions are typically utilized in determining collision scenarios and impact loading. Provisions in the United States require that bridges be designed to withstand two ...
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    Equivalent Static Analysis Method for Barge Impact-Resistant Bridge Design 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): Daniel J. Getter; Gary R. Consolazio; Michael T. Davidson
    Publisher: American Society of Civil Engineers
    Abstract: In the United States, barge impact-resistant bridge design typically involves static application of code-prescribed impact loads. However, the existing static analysis procedure neglects crucial dynamic effects in the ...
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    Probabilistic Risk Assessment of Barge Impacts on Hurricane Floodwalls 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
    Author(s): Michael Davidson; Robert C. Patev; Gary R. Consolazio
    Publisher: ASCE
    Abstract: Hurricanes produce high winds and heavy precipitation, causing widespread damage to infrastructure in coastal areas. Throughout low-lying coastal cities such as New Orleans, Louisiana, a network of constructed waterway ...
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    Influence of Impact-Induced Relative Motion on Effective Barge Flotilla Mass 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author(s): George C. Kantrales; Michael T. Davidson; Gary R. Consolazio
    Publisher: American Society of Civil Engineers
    Abstract: Impact-induced loads associated with barge-to-bridge collisions frequently control the design of bridges spanning navigable waterways. To design for such loads, widely used bridge design standards use an approach in which ...
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    Experimental and Numerical Evaluation of Unbonded Posttensioning Tendons Subjected to Wire Breaks 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): A. B. M. Abdullah; Jennifer A. Rice; H. R. Hamilton; Gary R. Consolazio
    Publisher: American Society of Civil Engineers
    Abstract: The development of corrosion as a result of tendon exposure to moisture or corrosive media often leads to wire fractures. Such fractures in unbonded tendons are expected to induce global strand and anchor response through ...
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    Roll Stiffness of Reinforced Neoprene Bearing Pads under Imposed Skew and Slope Angles 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author(s): Megan (Salvetti) Beery; Eduardo S. Torres; Jeffrey M. Honig; Gary R. Consolazio; H. R. Hamilton
    Publisher: American Society of Civil Engineers
    Abstract: During bridge construction, the flexible support conditions provided to precast, prestressed concrete girders by steel reinforced neoprene bearing pads allow for a rolling motion about an axis parallel to the span of the ...
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    Finite-Element Analysis of Fluid-Structure Interaction in a Blast-Resistant Window System 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Jae H. Chung; Gary R. Consolazio; Robert J. Dinan; Stephen A. Rinehart
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development of a finite-element model capable of representing a blast-resistant flexible window (flex window) system developed by the Air Force Research Laboratory/Airbase Technologies Division. ...
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