YaBeSH Digital Library: Recent submissions
Now showing items 10141-10160 of 316660
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Spatiotemporal Forecasting of Functionality States of Community Building Portfolios under Flood Evolution
(American Society of Civil Engineers, 2025)Severe flooding induced by heavy rainfall presents a significant challenge in metropolitan areas worldwide. Despite the imperative for effective preflood emergency management, existing early warning systems rely primarily ... -
Modified Calculation on Shear Stress in the Hogging Moment Regions of Tapered Girder Bridges with Corrugated Steel Webs
(American Society of Civil Engineers, 2025)In the hogging bending moment regions near intermediate supports of tapered girder bridges (TGBs) with corrugated steel webs (CSWs) is identified as the critical shear section due to bending moments and shear forces reaching ... -
Shear Failure of Concrete Deep I-Beams
(American Society of Civil Engineers, 2025)Relatively few studies have explored the shear behavior of concrete deep I-beams. This study presents a series of 12 shear tests on concrete deep I-beams with shear span-to-height ratios (av/h) of 1.0 and 1.5. The effects ... -
Lateral Torsional Buckling Design for Multi-Ply Structural Composite Lumber Beams
(American Society of Civil Engineers, 2025)The objectives of this study were to investigate the lateral torsional buckling performance of multi-ply structural composite beams to develop experimental procedures to understand their flexural and torsional rigidity ... -
Seismic Collapse Performance of Multitiered Ordinary Concentrically Braced Frames
(American Society of Civil Engineers, 2025)In tall, single-story buildings with steel concentrically braced frame (CBF) lateral force resisting systems, it is more efficient to replace a single brace or pair of braces between the base and the story (roof) level ... -
Shear Failure Behavior and a Shear Strength Prediction Model of Unbonded Rock–Cement Interface
(American Society of Civil Engineers, 2025)Grouting has been widely used in the reinforcement of jointed rock masses, and the interface between the rock and cement serves as a crucial binary interface in controlling the strength effect after grouting. In order to ... -
A Framework to Guide Performance-Based Assessment of Buildings Following Extreme Events
(American Society of Civil Engineers, 2025)Following an extreme event, there is a brief window of opportunity to collect crucial data essential for developing valuable insights on the built environment’s performance. Recent investments in postevent performance ... -
Reinforced Concrete Core Wall Buildings with Modified Friction-Based Force-Limiting Connections: Connection Design Considerations and 3D Response to Bidirectional Ground Motions
(American Society of Civil Engineers, 2025)This paper discusses the seismic response of a three-dimensional (3D) 18-story reinforced concrete core wall building model with modified friction-based force-limiting connections (Modified FDs) between the floors and ... -
A Generic Design Approach for the Ultimate Shear Strength of the CFS Welded Moment Beam-to-Beam Connection
(American Society of Civil Engineers, 2025)This paper reports on the shear performance of a cold-formed steel (CFS) beam-to-beam moment welded moment connection with 28 laboratory tests. The tested moment connection comprises a welded CFS 90° clip angle (CA) and a ... -
Behavior of Steel Plate–Reinforced Cross-Laminated Timber Panels under Out-of-Plane Loading
(American Society of Civil Engineers, 2025)The use of steel plate reinforcement to improve the stiffness and strength of cross-laminated timber (CLT) was examined in this study. Double-shear lap tests were conducted to study the bond between wood and steel, and ... -
Lateral Cyclic Response of Large-Scale Bridge Piers with Double Steel and Hybrid Layers of Longitudinal and Transverse Reinforcements: An Experimental Study
(American Society of Civil Engineers, 2025)To ensure acceptable ductility and post-yield stiffness for bridge piers in seismic regions, double-confined steel (DCS) reinforced concrete (RC) bridge piers could be effective design options. However, steel corrosion is ... -
Seismic Hybrid Testing of Two-Story Low Aspect Ratio RC Shear Walls with Different Configurations in Nuclear Facilities
(American Society of Civil Engineers, 2025)Low-aspect-ratio reinforced concrete (RC) shear walls are widely used as a seismic force-resisting system in containment and safety-related nuclear facilities. However, there has been limited research to date that ... -
Evaluating Lap-Splice Length Requirements for Grade 80 Deformed Bars in Structural Masonry
(American Society of Civil Engineers, 2025)In 2019, a major code change made by the American Concrete Institute incorporated the extensive usage and applications of high-strength steel reinforcing bars (HSRBs). The adoption of HSRBs was motivated by several factors, ... -
Hysteretic Behavior of a Multifunctional Phased Self-Adaptive Rotational Friction Damper
(American Society of Civil Engineers, 2025)A novel self-adaptive damper with load bearing, energy dissipation, and self-centering phased adaption performance, known as the “multifunctional phased self-adaptive rotational friction” (MFPSA-RF) damper, is proposed ... -
Cracked Membrane Model for Strain-Softening Fiber-Reinforced Concrete
(American Society of Civil Engineers, 2025)This paper presents the extension of the cracked membrane model, developed originally for predicting the behavior of conventionally reinforced concrete members subjected to in-plane loading, to include the effect of fiber ... -
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: II. Component-Level Response
(American Society of Civil Engineers, 2025)This paper presents the measured responses of components—blast wall, shear walls, deep beam and bottom chord bracing, and a roof truss—of an instrumented full-scale cold-formed steel (CFS)-framed building subjected to ... -
Seismic Reliability Assessment of Slopes Reinforced with Antislide Piles under the Action of Random Mainshock–Aftershock Sequences via the PDEM and Newmark Method
(American Society of Civil Engineers, 2025)Antislide piles are currently applied widely in slope reinforcement engineering, but investigation of the stability of slopes stabilized with this measure under the action of mainshock–aftershock (Ms-As) sequences is very ... -
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response
(American Society of Civil Engineers, 2025)This paper presents the design and measured response of an instrumented 5.49-m×4.88-m single-story cold-formed steel (CFS)-framed building with CFS gabled roof trusses subjected to open-arena blast testing. Although extensive ... -
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis
(American Society of Civil Engineers, 2025)Conventional buildings often face major repair challenges after earthquakes. Self-centering technology is an innovative approach that enables structures to resist seismic events with minimal residual drift by incorporating ... -
Performance of Deep Beams with Topologically Optimized Reinforcements: Experimental Verification and Comparison
(American Society of Civil Engineers, 2025)Conventionally designed reinforced concrete (RC) deep beams often fail in a nonductile shear failure mode. A deep beam may embrace significant ductility through a careful layout optimization of the reinforcements, but this ...