YaBeSH Digital Library: Recent submissions
Now showing items 3421-3440 of 316660
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Behavior of PCFCST Gusset K-Joints with Arc-Shaped Endplates in Wind Turbine Towers
(American Society of Civil Engineers, 2026)AbstractUnder the evolving trend of ultralong blades, ultrahigh towers, and large-capacity units in wind turbine systems, concrete-filled steel tubular (CFST) lattice towers demonstrate prominent advantages in terms of ... -
Experimental Assessment of a Lightweight Tuned Mass Inerter System for Structural Vibration Control
(American Society of Civil Engineers, 2026)AbstractThe tuned mass inerter system (TMIS) has been proposed as a lightweight solution for tuned vibration control, contrasting with traditional tuned mass dampers (TMD). However, its effectiveness in lightweight vibration ... -
Effect of Strut Geometric Imperfections on the Internal Forces Distribution in Tensegrity Structures
(American Society of Civil Engineers, 2026)AbstractTensegrity structures are valued for their distinctive look, deployability, and potential for active control, making them attractive candidates for applications in civil engineering, architectural, and space ... -
Theoretical Modeling and Practical Formulas for Natural Frequencies of Single-Layer Cable-Supported Photovoltaic Systems
(American Society of Civil Engineers, 2026)AbstractCable-supported photovoltaic systems (CSPSs) have been widely adopted as a solar energy solution due to their low consumption of steel, large spans, and strong terrain adaptability. However, their susceptibility ... -
Flexural Bearing Capacity of Reinforced Concrete Voided Beams: Prediction Model and Numerical Simulation
(American Society of Civil Engineers, 2026)AbstractThis study proposes a new capacity prediction model through theoretical derivation and refined nonlinear finite-element analysis to address the insufficient prediction accuracy of the flexural capacity of reinforced ... -
Quantifying Arch Action in Intermediate Shear Span RC Beams: A Coefficient-Based Approach for Shear Strength Prediction
(American Society of Civil Engineers, 2026)AbstractAccurately predicting the ultimate shear strength of RC beams, especially those with intermediate shear spans, presents a significant challenge. This complexity arises from the intricate interplay of flexural and ... -
Testing and Design of Stainless Steel Channel Stub Columns 3D-Printed by Wire-Laser Additive Manufacturing
(American Society of Civil Engineers, 2026)AbstractAdditive manufacturing is transforming structural engineering by introducing advanced fabrication technologies for producing high-performance components. This paper experimentally investigates the load-carrying ... -
Tensile–Shear Coupling Effect on Push-Out Behavior of Headed Studs under Cyclic and Fatigue Loads
(American Society of Civil Engineers, 2026)AbstractShear connectors play critical roles in the mechanical behavior of steel–concrete composite structures. Currently, the cyclic and fatigue performance of shear connectors under tensile–shear coupling effect are still ... -
Simplified Method for Predicting the Lateral-Vertical Deflection of Steel-Box Girders with Large Cantilevers in a Cable-Stayed Bridge
(American Society of Civil Engineers, 2026)AbstractThe steel-box girder with large cantilevers (named here as a cantilever steel-box girder), an innovative girder of a cable-stayed bridge, offers a unique solution by accommodating both highway and railway on the ... -
Numerical Investigation of Horizontal Circular Plate Anchors under Inclined Loading in Sand
(American Society of Civil Engineers, 2025)Abstract This paper conducts a series of three-dimensional finite-element (FE) analysis to investigate the pullout behavior of horizontal circular plate anchors in sand under inclined loading. To simulate the mechanical ... -
Enhancing Structural Reliability through AI-Driven Control Variates and Subset Simulation
(American Society of Civil Engineers, 2025)AbstractIn structural reliability analysis for engineering systems with time-consuming and complicated models, it is a crucial task to estimate the accurate failure probability with a minimum number of simulations. In order ... -
Experimental and Theoretical Investigation on the Long-Term Behavior of Posttensioned Cross-Laminated Timber Shear Walls
(American Society of Civil Engineers, 2026)AbstractFor posttensioned (PT) cross-laminated timber (CLT) shear walls under long-term service conditions, the posttensioning force will change over time due to a combination of CLT creep deformation and environmental ... -
Clustering–Based Seismic Resilience Assessment of Large-Scale Building Portfolios
(American Society of Civil Engineers, 2026)AbstractQuantifying earthquake-induced damage, structural response, and resilience across large portfolios of buildings poses a significant challenge, primarily due to the extensive computational resources required. In ... -
Viscoelastically Enhanced Buckling Restrained Braces for P-Delta Cancellation and Reduced Residual Drifts
(American Society of Civil Engineers, 2026)AbstractAn innovative viscoelastic buckling-restrained brace (VE-BRB) is proposed as an enhancement to conventional buckling-restrained braces (BRBs). This brace mitigates P-delta effects, introduces a recentering capability, ... -
Experimental and Numerical Investigation of Oblique Projectile Impact on Plain and Reinforced Concrete Panels
(American Society of Civil Engineers, 2026)AbstractThe investigation of oblique projectile impacts on concrete structures has become increasingly significant, particularly in the contexts of defense and critical infrastructure. Although extensive research previously ... -
Investigation of Inelastic Higher-Mode Effects in an RC Structural Wall under Long-Duration Ground Motion Using Hybrid Testing
(American Society of Civil Engineers, 2026)AbstractReinforced concrete shear walls (RCSWs) constitute the primary seismic force-resisting system for mid-rise and high-rise buildings in western North America. Numerical analysis has indicated that large-magnitude, ... -
Shear Lag Analysis in Tapered Box Girders with Steel Trapezoidal Corrugated Webs Using a Modified Analogy Bar Method
(American Society of Civil Engineers, 2026)AbstractQuantifying shear lag effects (SLE) in tapered box girders with steel trapezoidal corrugated webs (BGSTCWs) is crucial for improving design accuracy and structural safety, especially as these girders are increasingly ... -
A New Method for Predicting Wind Pressure Time Series on Low-Rise Building Roofs: Higher-Order Dynamic Mode Decomposition with Back Propagation Neural Network
(American Society of Civil Engineers, 2026)AbstractThis study presents a novel model that combines higher-order dynamic mode decomposition (HODMD) with a backpropagation neural network (BPNN) for predicting wind pressure on building roofs, termed HODMD-BPNN. ... -
Development of an Inerter-Based Dynamic Vibration Absorber with Adjustable Inertance for Tower Structures: Theoretical Models, Experimental Validations, and Structural Behavior Insights
(American Society of Civil Engineers, 2026)AbstractIn the present study, an inerter-based dynamic vibration absorber (DVA) with a rhombus amplification mechanism inerter-based dynamic vibration absorber (R-IVA) was proposed toward effective vibration mitigation of ... -
Enhanced Lateral Strength and Ductility in Cold-Formed Steel Strap–Braced Walls with Composite Built-Up Chord Sections
(American Society of Civil Engineers, 2026)AbstractCold-formed steel (CFS) strap–braced walls are primary lateral force-resisting systems in light gauge steel (LGS) construction. However, their application in high seismic regions is limited by the premature buckling ...