YaBeSH Digital Library: Recent submissions
Now showing items 3561-3580 of 316660
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Proactive Enhancement on Axial Compression Performance of Concrete Columns Employing Fe-SMA
(American Society of Civil Engineers, 2026)AbstractThis study experimentally investigates the axial performance of concrete columns confined with Fe-SMA (iron-based shape memory alloy) strips. An integrated active reinforcement technique is developed, incorporating ... -
Analysis of Torsional Geometrical Properties of Thin-Walled Box Girders with Arbitrary Asymmetrical Cross Sections
(American Society of Civil Engineers, 2025)AbstractGiven the complexities involved in calculating the torsional effects of box girders with arbitrary asymmetrical cross sections, this study derived practical formulas for the torsional center coordinates and the ... -
A Comprehensive Review and Analysis of Punching Shear in Reinforced Concrete Slabs without Transverse Reinforcement
(American Society of Civil Engineers, 2025)AbstractAs a result of the complex and catastrophic nature of punching shear failure, research to predict punching shear capacity in reinforced concrete slabs is nearly as old as the material itself. This paper collates ... -
Vertical Load Transfer Mechanism and Function of Ultralong, Large-Diameter Grouting Piles
(American Society of Civil Engineers, 2026)Abstract This study investigates the load transfer mechanism of ultralong, large-diameter cast-in-place piles before and after grouting, aiming to clarify the displacement characteristics required for full mobilization of ... -
Parametric Study on Seismic Performance of Stainless Steel Piers with Box Section
(American Society of Civil Engineers, 2025)AbstractStainless steel has excellent durability and resistance to low-cycle fatigue; thus, it has been gradually applied to bridge engineering. However, the current studies on the seismic performance of stainless steel ... -
Data-Driven Postearthquake Performance Level Identification for RC Moment Frames Using Residual Drift Ratio in Compliance with ASCE41-23
(American Society of Civil Engineers, 2026)AbstractIn this paper, a novel nonmodel methodology is developed for postearthquake performance level identification of conventional reinforced concrete moment frames using an after-event-measured residual drift ratio. The ... -
New Macroelement for Modeling Inelastic Shear–Flexure–Axial Interaction and Elongation of Plastic Hinges for Reliable Seismic Performance Assessment of RC Structures
(American Society of Civil Engineers, 2025)AbstractModeling plasticity in reinforced concrete structures is a challenging task due to the intricate behavior of concrete and reinforcing steel, and interaction between them. Although the distributed plasticity approach ... -
Constrained Floatation to Prevent Above-Ground Storage Tank Failures during Flood Events
(American Society of Civil Engineers, 2025)AbstractThis research aimed to study the feasibility of constrained flotation of above-ground storage tanks (ASTs) as a structural mitigation measure during flood and storm surge events. Conventional structural mitigation ... -
Hysteretic Behavior of Circular Hollow Section Panel Zones in Beam-to-Column Subassemblies with Large Panel Aspect Ratio
(American Society of Civil Engineers, 2025)AbstractThis paper aims to comprehend the behavioral aspects of beam-to-column subassemblies with highly dissipative circular hollow section (CHS) panel zones with emphasis on those with large panel aspect ratios ... -
Influence of Loading Direction on the Behavior of Steel–Grout Hybrid Joints for Mass Timber Panels
(American Society of Civil Engineers, 2025)AbstractThis paper presents a blended experimental, numerical, and statistical approach to characterize the influence of loading direction on the behavior of hybrid connectors used in mass timber panels. These connectors ... -
Shear Performance of RC Deep Beams with High-Strength Reinforcing Steel
(American Society of Civil Engineers, 2025)AbstractWith the increased need to construct megastructures such as long-span bridges and skyscrapers, there has been significant development in high-strength reinforcement for these structures. In line with this trend, ... -
Postfire Constitutive Model and Fracture Performance of Grade 14.9 Superhigh Tension Bolts
(American Society of Civil Engineers, 2025)AbstractIn recent years, superhigh tension bolts (SHTB) with ultimate strengths exceeding 1,400 MPa have been increasingly utilized in steel structures due to their significant economic and environmental advantages. ... -
Experiments and Combined Microscopic and Macroscopic Simulations of Out-of-Plane Behavior of One-Way S-UHPC-S Composite Wall Strips
(American Society of Civil Engineers, 2025)AbstractTwo series of full-scale specimens were tested to investigate the structural behavior of one-way steel–ultra-high-performance concrete–steel (S-UHPC-S) composite wall strips subjected to out-of-plane loadings. ... -
Data-Driven Structural Deformation Identification for High-Rise Buildings Using Multisensor Measurements with Real-World Validation
(American Society of Civil Engineers, 2025)AbstractStructural deformation of high-rise buildings is informative and crucial for assessing both safety and serviceability. This study introduces a data-driven two-stage estimation framework for flexural deformation of ... -
Torque Calculation of Shield Cutters in Gas-Bearing Strata and Its Effect on Surface Deformation
(American Society of Civil Engineers, 2026)Abstract When a shield tunnel advances through gas-bearing strata, shallow gas can adversely affect normal construction operations. Considering the characteristics of the matric suction in gas-bearing soils, apparent ... -
Elastic Lateral Torsional Buckling Resistance of I-Beams Strengthened with Side Plates
(American Society of Civil Engineers, 2025)AbstractThe present study investigates the elastic lateral torsional buckling capacity for steel I-beams strengthened with side plates. The provision of side plates near the ends of a simply supported beam is intended to ... -
Shear Lag Effect of Steel–Concrete Composite Girder Bridge with Steel Truss Webs: Experiment, Finite Element, and Theory
(American Society of Civil Engineers, 2025)AbstractThe steel–concrete composite girder bridge with steel truss webs consists of top and bottom concrete slabs, steel truss web rods, and internal and external prestressed beams. The steel truss web rods are connected ... -
Evaluation of Vertical Seismic Load Effects Specified in the United States Building Code
(American Society of Civil Engineers, 2025)AbstractThis study evaluates the efficacy of two alternative methods for estimating vertical seismic load effects (Ev), which are specified in United States building codes (e.g., ASCE 7-22) and guidelines, and employed ... -
Data-Driven Machine Learning for Predicting the Strength of Pretensioned Concrete Girders Considering Shear Failure Mode
(American Society of Civil Engineers, 2025)AbstractThis study presents a novel approach that integrates shear failure modes as critical variables within machine learning models to enhance the accuracy of shear strength estimation for pretensioned concrete girders. ... -
Three-Dimensional Analytical Model and Seismic Response Analysis of Bridges with Rectangular Rocking Columns
(American Society of Civil Engineers, 2026)AbstractRocking structures show great promise in enhancing seismic resilience by reducing structural damage and minimizing residual displacements under seismic loads. Due to the complexity of rocking dynamics, analytical ...