YaBeSH Digital Library: Recent submissions
Now showing items 10161-10180 of 316660
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Experiments on Pultruded FRP Beam-to-Column Joints: Failure Mode Analysis and Stiffness Determination
(American Society of Civil Engineers, 2025)The design of pultruded fiber-reinforced polymer (PFRP) structures can be governed by the beam-to-column joints because they exhibit brittle behavior. The objectives of this study were to understand the load path in PFRP ... -
Research on the Application of the CEL Method to Reinforced Concrete Beams under a Close-Range Explosion Load
(American Society of Civil Engineers, 2025)This study used the coupled finite element algorithm (CEL) to numerically simulate the damage and displacement response of reinforced concrete beams subjected to close-range explosion loads with varying amounts of explosives ... -
Structural Performance of Concrete-Filled Funnel-Shaped Profiled Steel Sheet Composite Shear Walls Subjected to Lateral Cyclic Loading
(American Society of Civil Engineers, 2025)A concrete-filled funnel-shaped profiled steel sheet (CFFPSS) composite shear wall is proposed, taking advantage of the funnel-shaped ribs as natural shear connectors. A total of eight CFFPSS wall specimens were tested ... -
Experimental Study of the Two-Way Mechanical Behavior of Tightly Spliced Prestressed Reinforced Concrete Laminated Slab
(American Society of Civil Engineers, 2025)The study focuses on the two-way mechanical performance of tightly spliced prestressed laminated floor slabs. A square prestressed laminated slab composed of three connecting seams was designed and fabricated. Subsequently, ... -
Analytical Model for Determining Electric Overhead Traveling Crane Skewing Forces on Crane Runways
(American Society of Civil Engineers, 2025)A generalized model that can be used to determine service level electric overhead traveling (EOT) crane skewing forces for the design of crane runways is proposed. The model has various characteristics that address ... -
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands
(American Society of Civil Engineers, 2025)Historic quay walls in many Dutch cities are supported by an array of vertical timber piles which run through soft soil deposits and rest on a sand layer, providing end-bearing support. As these structures experience ... -
Machine Vision Method for Crack Detection and Pattern Recognition in UHPC Prestressed Beams
(American Society of Civil Engineers, 2025)Although ultra-high-performance concrete (UHPC) is known for its exceptional durability and crack resistance, UHPC bridges in harsh environments can still develop cracks. Detecting cracks in concrete structures, analyzing ... -
Evolution of Soil Arching–Induced Deformation and Stress Redistribution in the Ground with an Existing Tunnel
(American Society of Civil Engineers, 2025)The mechanism of an existing tunnel on the evolution of soil arching effect is not fully understood. This study systematically investigates the issue via a validated FEM with consideration of the distance between the ... -
Experimental Results of Stability of Cylindrical Shells under Combined Bending and Torsion
(American Society of Civil Engineers, 2025)Modern wind turbines are often supported by tubular steel towers made from globally conical, locally cylindrical shells with relatively large diameter-to-thickness ratios—approximately between 100 and 300—which enables the ... -
Beyond Development: Challenges in Deploying Machine-Learning Models for Structural Engineering Applications
(American Society of Civil Engineers, 2025)Machine learning (ML) solutions are rapidly changing the landscape of many fields, including structural engineering. Despite their promising performance, these approaches are usually only demonstrated as proofs of concept ... -
Experimental Investigation of Boundary Constraints on the Multistory Composite Frame under an Internal-Column Removal Scenario
(American Society of Civil Engineers, 2025)To investigate the anticollapse performance of a multistory composite frame (MSCF) under internal column-removal conditions, a static experiment using a one-third scale, three-story composite frame was conducted. This ... -
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment
(American Society of Civil Engineers, 2025)The railway station is a critical node in the transportation network. Accurately evaluating the postearthquake functional level of railway stations not only facilitates functional recovery but also provides a scientific ... -
Finite-Element Formulation for Lateral Torsional Buckling of Monosymmetric Beams Strengthened with Cover Plates
(American Society of Civil Engineers, 2025)The present study develops a finite element (FE) formulation based on the kinematics of thin-walled beam theory to determine the elastic lateral torsional buckling capacity of singly symmetric beams strengthened with cover ... -
Methodology for Interdependent Population–Building–Infrastructure Posthazard Functionality Assessment for Communities
(American Society of Civil Engineers, 2025)Modeling and improving community resilience to natural hazards has gained substantial interest over the past two decades, in part, due to the increased level of coupled risk resulting from climate change and urbanization. ... -
A Multiaxial Plasticity Model with Softening for Simulating Inelastic Local Buckling in Steel Beam Columns under Monotonic Loading through Fiber Elements
(American Society of Civil Engineers, 2025)This paper proposes a novel multiaxial plasticity model for 3-dimensional nonlinear static analysis of steel frame buildings with fiber-based beam-column elements. The proposed constitutive formulation is expressed within ... -
Out-of-Plane Behavior of Reinforced Stack Pattern Tall Masonry Walls
(American Society of Civil Engineers, 2025)Load-bearing masonry is widely used in North America, offering architects various unit patterns, including running bond and stack bond, for both architectural and load-bearing purposes. However, stack pattern masonry in ... -
Probabilistic Postearthquake ASCE 41-17 Compliant Performance Level Identification for Shear-Dominated RC Shear Walls via Crack Image Analysis
(American Society of Civil Engineers, 2025)In this paper, a probabilistic methodology based on image analysis for identifying the postearthquake performance level of reinforced concrete shear walls is proposed. A databank of 270 surface crack maps of 87 rectangular ... -
Reinforcement Effects and Parametric Study of the Lateral Response of Multilayered Wood-Frame Shear Walls: An Experimental and Numerical Investigation
(American Society of Civil Engineers, 2025)In the seismic design of light-frame timber buildings (LFTBs), the use of strong shear walls (SSWs) is crucial for providing lateral resistance. While the contribution of finish layers, such as Type X gypsum wallboard ... -
An Experimental Study on the Effect of Desulfurized Gypsum on Geopolymer-Solidified Soil
(American Society of Civil Engineers, 2025)Soft soil foundations need to be reinforced because of their low bearing capacity and susceptibility to deformation. Ordinary portland cement (OPC) is widely used in foundation treatment due to its strong mechanical ... -
Shear Strength of Prestressed Steel Fiber–Reinforced Hollow Core Slabs
(American Society of Civil Engineers, 2025)Steel fibers are increasingly recognized for their potential to enhance the shear capacity of prestressed hollow core slabs. However, practical design procedures are necessary to quantify their effectiveness. This study ...