Journal of Bridge Engineering: Recent submissions
Now showing items 41-60 of 3066
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Flexural Behavior of Steel-UHPC-NC Composite Girders with Different UHPC-NC Interface Treatments
(American Society of Civil Engineers, 2025)The interface shear-resistant construction method between ultrahigh-performance concrete (UHPC) and normal concrete (NC) is critical to ensuring the overall collaborative work performance and structural safety of steel-UHPC-NC ... -
Data Set from Ambient Vibration Monitoring and Static Loading of a Steel Stringer Bridge Subject to Imposed Damage for Structural Health Monitoring and Damage Detection
(American Society of Civil Engineers, 2025)The development and application of structural health monitoring (SHM) techniques for performance monitoring and structural integrity assessment of highway bridges has received significant attention from both industry ... -
Full-Scale Experimental Study on Temperature Field Distribution of PBL-Based Steel–UHPC Composite Structures during the Early Stage and Steam Curing Period
(American Society of Civil Engineers, 2025)As one of the most innovative cement-based engineering materials, ultrahigh-performance concrete (UHPC) has attracted increasing attention in civil engineering over the last few decades. Recently, a new steel–UHPC composite ... -
Effective Length Factor for Transverse Buckling of Single-Column Bridge Bents
(American Society of Civil Engineers, 2025)Design for stability requires quantifying the effective length of columns. While guidance adopted from building design is sufficient for many cases in bridge design, conservative assumptions are often made when assessing ... -
Shear Condition Classification of Cracked Reinforced Concrete Beams Using Machine Learning
(American Society of Civil Engineers, 2025)RC bridges represent about 40% of the US bridge inventory, with many of these bridges reaching or surpassing their design service life. As a result, there is a significant number of structures that require fast and accurate ... -
Quasi-Static Tests and Simulations of Round-Ended Railway Bridge Piers with a Small Shear-Span Ratio
(American Society of Civil Engineers, 2025)This study investigates the seismic performance of round-ended railway bridge piers subjected to transverse bridge loading. Six scaled models of bridge piers with low-reinforcement ratios, low axial compression ratios, and ... -
Experimental Study on Fatigue Behavior of Deep-Reinforced Concrete Beams with Corroded Reinforcement
(American Society of Civil Engineers, 2025)RC deep beams are critical load-bearing elements in bridge structures, designed to sustain heavy loads over short spans while being exposed to cyclic loading and aggressive corrosive environments during their service life. ... -
Coupled Instabilities of Lateral Torsional Buckling and Shear Buckling of Singly Symmetric Steel I-Girders: Experimental and Numerical Investigations
(American Society of Civil Engineers, 2025)This paper investigates the potential to extend current design limits for transverse stiffener spacing and effective lateral unbraced lengths through experimental and numerical studies. The focus here is on noncompact and ... -
Distributed Operational Modal Analysis of Multispan Bridges
(American Society of Civil Engineers, 2025)A method is presented for estimating the mode shapes of multispan structures based on the distributed optical fiber strain sensors. The dynamic mode decomposition method was employed to decompose the spatial–temporal strain ... -
Seismic Performance of Corroded Post-Tensioned Precast Concrete Columns Reinforced with GFRP Spirals
(American Society of Civil Engineers, 2025)This study investigated the impact of corrosion on the seismic performance of bridges constructed using accelerated bridge construction with a focus on post-tensioned (PT) concrete column-to-footing connections. The precast ... -
Evaluation of the Performance of UHPC- and HCSC-Filled Noncontact Lap Splice Closure Joint Used for Lateral Slide-in Bridge Construction
(American Society of Civil Engineers, 2025)With slide-in bridge construction, the bridge superstructure is constructed off the final alignment and then slid laterally from the temporary worksite onto the in-place substructure. Once the sliding is completed, a closure ... -
Vibration-Prone Structures: Uncertain Effects of Human–Structure Interaction on Ground Reaction Forces and the Cadence of Walking Individuals
(American Society of Civil Engineers, 2025)This study addresses the vertical human–structure interaction (vHSI) and its effect on vertical ground reaction forces (vGRFs) as well as on gait adaptation in terms of cadence adjustment by analyzing the gait of individual ... -
Axial Compressive Tests and Resistance Design of UHTCC-Encased Rectangular Steel Tubular Bridge Columns
(American Society of Civil Engineers, 2025)Ultrahigh toughness cementitious composite (UHTCC) has attracted particular attention in recent years owing to its exceptional resistance in accommodating large deformations and controlling tensile cracks. These properties ... -
Design Considerations for Composite Steel Bridges Using 29-mm Diameter Shear Studs and Partial-Depth Precast Concrete Panels: A Finite-Element Study
(American Society of Civil Engineers, 2025)This paper uses finite-element analysis of steel–concrete composite subassemblages, to develop design recommendations for composite steel bridges using 29-mm diameter shear studs, while also exploring the effect of ... -
Simulation of Snow Redistribution on the Surface of a Long-Span Box Girder Bridge Based on CFD-DEM Coupling
(American Society of Civil Engineers, 2025)Bridge structures are typically elevated above the ground, with lower temperatures on the bridge deck. Accumulated snow particles can drift under the influence of strong winds, posing a substantial threat to traffic safety. ... -
Seismic Design and Performance Evaluation of a Triple-Column Bent Bridge Retrofitted with Buckling-Restrained Shape Memory Alloy Dampers
(American Society of Civil Engineers, 2025)In seismic prone regions, many old bridges deserve retrofitting measures to improve their seismic resilience. The recently proposed buckling-restrained shape memory alloy (SMA) dampers, which can maintain axial resistance ... -
Experimental Study and Multiscale Finite-Element Analysis on the Flexural Behavior of Precast Bridge Slabs with Headed Bar Joints
(American Society of Civil Engineers, 2025)To reduce the construction complexity of concrete bridge slabs, a novel-headed bar joint with high-performance fiber reinforced mortar (HPFRM) was proposed. In this study, the flexural performance of connected precast ... -
Shear Performance of Full-Scale Prestressed Hollow-Core Slabs Reinforced by Local Grouting from the Bottom of the Shear Span Region
(American Society of Civil Engineers, 2025)As the prestressed hollow-core slab (PHCS) bridge is usually constructed with adjacent configuration between each component along the transversal direction, the closely connected webs significantly limit the operational ... -
Stress Concentration Factor of Concrete-Filled Steel Tubular T-Joints with Initial Stress in Chord Tubes
(American Society of Civil Engineers, 2025)In concrete-filled steel tubular (CFST) truss structures, the welded joints that connect the CFST chords and hollow steel tube braces are particularly susceptible to fatigue cracking due to high stress concentrations. ... -
Parametric Analysis of the Long-Term Response of a Semi-Integral Bridge Abutment under Cyclic Thermal Movements
(American Society of Civil Engineers, 2025)This paper presents the results of a parametric analysis conducted to assess relevant aspects of the long-term cyclic response of the backfill-abutment system of a semi-integral bridge located in Texas. A two-dimensional ...