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Journal of Bridge Engineering
EISSN: 1943-5592
ISSN: 1084-0702
Priority: 12
Publisher: American Society of Civil Engineers
Description: The Journal of Bridge Engineering publishes papers about all aspects of the art and science of bridge engineering. The journal publishes research that advances the practice and profession of bridge engineering and papers about issues, projects, mater More ...
Now showing items 2701-2710 of 2903
Development of Fuzzy System Dynamics Model to Forecast Bridge Resilience
Publisher: ASCE
Abstract: The occurrence of disasters such as earthquakes, cyclones, tsunamis, and floods affect the resilience of bridges. In the last four decades, about 2,130 bridges were collapsed due to various disasters in India, and out of ...
Field Test of a Shear Force Measurement Technique Using Fiber Optic Sensing under Variable Speed Truck Loading
Publisher: ASCE
Abstract: The measurement of reaction forces at bridge bearings would enable engineers tasked with maintaining bridges to detect potential damage to the bearing and bridge by detecting changes in the load distribution at the supports ...
Performance of Concrete-Filled Steel Tube Bridge Columns Subjected to Vehicle Collision
Publisher: American Society of Civil Engineers
Abstract: Collision of vehicles into RC bridge columns can result in significant damage to individual bridge components, leading to partial or full collapse of the entire bridge. Among various alternatives to RC columns, concrete-filled ...
Tsunami Forces on a Coastal Bridge Deck with a Box Girder
Publisher: American Society of Civil Engineers
Abstract: In this paper, the solitary wave forces on coastal bridge superstructures with box girders are discussed numerically. Although there are some empirical equations for wave forces on typical bridge superstructures, no relation ...
Static and Fatigue Tests of Steel-Precast Composite Beam Specimens with Through-Bolt Shear Connectors
Publisher: American Society of Civil Engineers
Abstract: Increasing demand for the rapid and economical construction of bridges has encouraged engineers to use accelerated bridge construction through modular assembly. Full-depth, precast concrete decks connected to steel girders ...
Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges
Publisher: American Society of Civil Engineers
Abstract: Precast prestressed double-tee girder bridges are common on county bridges in South Dakota. However, the longitudinal joints of these bridges are rapidly deteriorating, causing girder replacement after only 45 years of ...
Precast Beam Bridges with a Buffer–Gap–Elastomeric Bearings System: Uncertainty in Design Parameters and Randomness in Ground Records
Publisher: American Society of Civil Engineers
Abstract: The buffer–gap–elastomeric bearings system used in precast girder bridges with relatively short piers is one of the efficient hybrid seismic isolation schemes. However, there are many uncertain environmental, material, and ...
Experimental and Numerical Studies on Effectiveness of Hybrid FRP Strengthening on Behavior of RC Columns under High Eccentric Compression
Publisher: American Society of Civil Engineers
Abstract: This paper discusses the efficacy of different fiber-reinforced polymer (FRP) techniques on the behavior of RC columns under uniaxial high eccentric compression. Eight RC columns were strengthened using three FRP strengthening ...
Loading Definition and Design of Bridge Piers Impacted by Medium-Weight Trucks
Publisher: American Society of Civil Engineers
Abstract: Computational simulation was used to investigate the collision process between medium-weight, single-unit trucks and reinforced concrete bridge piers. The simulation results were used to formulate and calibrate a pulse ...
Design of Horizontally Curved Steel Bridge Girders with Tubular Flanges
Publisher: American Society of Civil Engineers
Abstract: This study presents a practical approach for the design of horizontally curved steel I-shaped bridge girders with tubes as flanges [i.e., tubular flange girders (TFGs)]. Previous research has shown that the large torsional ...