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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 2651-2660 of 2903
Scaled Model Test for Efficient Arrangement of Steel Reinforcement in Bridge Pier Caps
Publisher: ASCE
Abstract: Because variations associated with the strut-and-tie model (STM) in the design of pier caps could lead to over-reinforcement of steel rebars, special attention should be paid to using STMs for reasonable rebar arrangements. ...
High-Dimensional Model Approach for Stochastic Response of Multispan Box Girder Bridges
Publisher: ASCE
Abstract: Seismic safety assessment of reinforced concrete box girder bridges has received considerable attention as they are increasingly popular in modern highway systems. However, the detailed seismic assessment of box girder ...
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model
Publisher: ASCE
Abstract: Stay cables are vital load-bearing components of cable-stayed bridges that are prone to corrosion and fatigue. Damaged or deteriorated cables can endanger the safety of bridges. In this paper, a performance alarming method ...
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification
Publisher: ASCE
Abstract: With the development trend of accelerated bridge construction, the precast ultra-high-performance concrete (UHPC) segmental bridge might be increasingly used due to the advantages of lightweight superstructure and advanced ...
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study
Publisher: ASCE
Abstract: The evolution rule of temperature-induced deflection in main girders is an important index to evaluate the service performance of long-span cable-stayed bridges, which directly reflects the coupling effect between the ...
Test and Simulation of the Shear Resistance of the Composite Deck Using Reinforcement Frame as the Shear Connector
Publisher: ASCE
Abstract: This paper develops a novel reinforcement frame as the shear connector in the composite deck, which was expected to deliver large pre-pouring stiffness. To investigate its shear resistance, nine specimens were designed, ...
Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model
Publisher: ASCE
Abstract: Bearing displacement is a necessary monitoring index for a long-span bridge because abnormal bearing displacements could result from structural deterioration or damage. Therefore, an early warning method is established for ...
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs
Publisher: ASCE
Abstract: Reissner’s principle (R-P), which considers the effect of all secondary shear stresses on shear deformation, is proposed for analyzing the elastic behavior of a composite box girder with corrugated steel webs (CBG-CSWs) ...
Aesthetics and Torsional Rigidity Improvements of a Triple-Cable Suspension Bridge by Uniform Distribution of Dead Loads to Three Cables in the Transverse Direction
Publisher: ASCE
Abstract: Suspension bridges with three cable planes provide an excellent solution to the suspension bridges’ downwarp problem with ultrawide decks, which implies their enormous demand and popularization prospect in the engineering ...
Failure Analysis of Dapped-End Cracking in Posttensioned Bridge Girder
Publisher: ASCE
Abstract: This paper will examine in detail a posttensioned concrete (PTC) girder bridge with dapped-end connections, with a re-entrant corner diagonal crack that is typical of these types of bridges. This paper aims to identify the ...