YaBeSH Digital Library: Recent submissions
Now showing items 3621-3640 of 316660
-
Component-Based Stiffness Model for a Hybrid Glass Beam–Column Joint Prototype
(American Society of Civil Engineers, 2025)AbstractIn this paper, an elastic stiffness model for an ionomer-laminated hybrid glass beam–column connection prototype is proposed. The model is developed using a thorough analytical approach based on the component method ... -
Axial Compressive Behavior and Estimation Method of Bearing Capacity of Precast Reinforced ECC Shell–Concrete Column
(American Society of Civil Engineers, 2026)AbstractEngineered cementitious composite (ECC) is a material with high-ductility and damage-resistance capacity, which can mitigate cracking, prevent cover spalling caused by concrete brittleness, and inhibit reinforcement ... -
Load-Bearing Behavior of Pipe-Arch Corrugated Steel Pipes during Backfilling
(American Society of Civil Engineers, 2025)AbstractCorrugated steel pipes (CSPs) are widely used in highway bridges and underground engineering. Before backfilling at the crown level, the soil cannot effectively support the structure, so the mechanical behavior of ... -
Seismic Performance of Rocking Column–Supported Continuous Rigid-Frame Bridge: Phenomenological Damage State Definitions, Computations, and Fragility Assessment
(American Society of Civil Engineers, 2025)AbstractPost-tensioned (PT) rocking systems have been developed aimed at mitigating structural seismic damage, with extensive experiments and numerical studies demonstrating advantages of PT rocking columns against earthquake. ... -
Quasi-Static Cyclic Behavior of a Reinforced Masonry C-Shaped Core Wall with Boundary Elements
(American Society of Civil Engineers, 2025)AbstractThe design of seismic-resistant mid- to high-rise reinforced masonry (RM) buildings requires a reliable seismic force-resisting system (SFRS) that offers sufficient lateral strength and deformation capacities. Core ... -
Reliability-Based Calibration of Region-Dependent Companion Load Combination Factors for Snow and Wind Loads in Canada
(American Society of Civil Engineers, 2025)AbstractSnow load poses substantial risks for buildings and infrastructure systems, especially in regions susceptible to significant snow accumulation. The design of building structures and infrastructure is often carried ... -
Deflection Calculation of Damaged RC Beams Strengthened with a BFRP Grid–Reinforced ECC Matrix
(American Society of Civil Engineers, 2025)AbstractAs an innovative high-performance composite material, basalt fiber–reinforced polymer (BFRP) grid–reinforced engineered cementitious composite (ECC) effectively leverages the superior mechanical properties of both ... -
Sensor-Based Simulation of Displacement in Reinforced Concrete Bridge Columns Subjected to Seismic Events Using Bar–Slip Models
(American Society of Civil Engineers, 2025)AbstractSensing-based simulation of structures involves the integration of continuous sensor data into physics-based models to enable real-time structural prognosis. This study introduces a method to simulate global lateral ... -
Experimental Study on Seismic Performance of Precast Concrete Modular Superimposed Shear Walls with Innovative Intermodule Connections
(American Society of Civil Engineers, 2025)AbstractReinforced concrete (RC) modules with high lateral stiffness and load bearing capacity are preferred in high-rise modular buildings without additional lateral force resisting systems. In this study, a new self-supporting ... -
Interactive Role of Sand and Geomaterial Geometries on Microscale Interface Shear Response
(American Society of Civil Engineers, 2025)Abstract Shear response of interfaces evolves as a result of the interactive roles of sand and geomaterial geometries. However, studies have addressed the effects of geometric properties on the response individually. This ... -
Negative Stiffness Brace Device for Structural Systems: Analytical and Experimental Study
(American Society of Civil Engineers, 2025)AbstractIn this study, a negative stiffness brace (NSB) device composed of a series of precompressed springs, gap-spring assemblies, and links to achieve the desired negative stiffness behavior suitable for application in ... -
A Proposed Detail for the Panel Zone of Steel Beam to Built-Up Box Column Moment Resisting Connections
(American Society of Civil Engineers, 2026)AbstractIn this study, internal stiffening of the flange of box columns is proposed as an alternative for continuity plates in beam to built-up box column moment resisting connections. According to the welding sequence in ... -
Concept for Monitoring-Based Stress Prediction in Structures by Means of Artificial Neural Networks and Synthetic Noise
(American Society of Civil Engineers, 2026)AbstractAn approach for monitoring and simulation-based stress prediction employing feed-forward neural networks (FNNs) is presented, where artificial noise is used to improve the robustness of structural stress prediction. ... -
Simulating Interactive Buckling in Steel Members Using a Torsional Fiber Element Integrated with a Multiaxial Local Buckling Constitutive Model
(American Society of Civil Engineers, 2025)AbstractInteractions between local, flexural, and lateral torsional buckling often compromise the stability of structural steel members. An approach that integrates a displacement-based fiber element capable of simulating ... -
Development of a Friction-Tuned Mass Damper for Remote Maintenance Systems in Fusion Reactors
(American Society of Civil Engineers, 2025)AbstractThis paper presents the friction-tuned mass damper (FTMD), a sensorless and actuatorless vibration-reduction device designed for remote maintenance systems in fusion reactors. The FTMD uses sliding friction for ... -
A Feature Selection Framework for Ground Motion Intensity Measures in the Rapid Seismic Damage Prediction of Structures Based on Ensemble Learning
(American Society of Civil Engineers, 2025)AbstractIn traditional fragility analysis for regional damage assessment, low-dimensional intensity measures (IMs), such as peak ground acceleration (PGA), are typically chosen to characterize ground motion (GM) and predict ... -
Seismic Performance of Concrete Bridge Columns Reinforced with High-Strength Steel Varying Steel Geometry and Manufacturing Process
(American Society of Civil Engineers, 2025)AbstractThe advantages of high-strength reinforcing steel for use in capacity-protected members are self-evident because it reduces congestion and cost. However, to extend the use of high-strength steel to members forming ... -
Spectral Analysis of Vertical Vibration Response of Footbridges under Crowd Loads Using Lyapunov Equations
(American Society of Civil Engineers, 2025)AbstractOver the years, various methodologies have emerged for assessing the effect of crowds on footbridges. Given the stochastic nature of such excitations and the desired linear behavior of the structure, employing tools ... -
Flexural Behavior and Design of Prestressed Ultrahigh-Performance Concrete Beams: Failure Mode and Ductility
(American Society of Civil Engineers, 2025)AbstractUltra-high performance concrete (UHPC) is well-known for its ultra-high compressive strength and sustained postcracking tensile ductility, making it an attractive choice for the construction of modern structures. ... -
Experimental and Numerical Studies of a Novel Multidimensional Isolation and Mitigation Device for Precast Wall Panel Systems
(American Society of Civil Engineers, 2025)AbstractPrecast wall panel systems (PWPS) have wide applications due to their high construction efficiency. However, the damage to many PWPS in earthquakes emphasizes the necessity to improve their seismic performance. ...