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Residual Capacity of Axially Loaded Circular RC Columns after Lateral Low-Velocity Impact
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 ...
Numerically Efficient Dynamic Analysis of Barge Collisions with Bridge Piers
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 ...
Residual Capacity of Axially Loaded Circular RC Columns after Lateral Low-Velocity Impact
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 ...
Design Loads and Pier Responses for Oblique Side Barge Impacts on Bridges
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 ...
Equivalent Static Analysis Method for Barge Impact-Resistant Bridge Design
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 ...
Probabilistic Risk Assessment of Barge Impacts on Hurricane Floodwalls
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 ...
Influence of Impact-Induced Relative Motion on Effective Barge Flotilla Mass
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 ...
Experimental and Numerical Evaluation of Unbonded Posttensioning Tendons Subjected to Wire Breaks
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 ...
Roll Stiffness of Reinforced Neoprene Bearing Pads under Imposed Skew and Slope Angles
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 ...
Finite-Element Analysis of Fluid-Structure Interaction in a Blast-Resistant Window System
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. ...