YaBeSH Digital Library: Recent submissions
Now showing items 3541-3560 of 316660
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Assessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners
(American Society of Civil Engineers, 2026)Abstract The breakthrough time of the landfill liner system will be significantly reduced due to the consolidation of the clay, which significantly affects the transport of contaminants. A detailed quantitative analysis ... -
Developing a High-Risk Assessment Model for Tunnel Projects Based on Risk Parameters
(American Society of Civil Engineers, 2025)AbstractNew Austrian Tunneling Method tunnel construction projects are highly complex due to geological uncertainties, structural interdependencies, and environmental risks. Traditional risk assessment models primarily ... -
Cleat Angle Behavior in C-Shaped Purlin-to-Rafter Connections: Experimental Study and Design Considerations
(American Society of Civil Engineers, 2026)AbstractThis research examines the pull-through failure behavior of cold-formed steel (CFS) C-shaped purlin-to-rafter connections using a cleat angle. A total of 72 tests were performed to evaluate the influence of ... -
On the Structural Reliability of the Horizontal Shear Limit State for Concrete Insulated Wall Panel Connectors
(American Society of Civil Engineers, 2025)AbstractPartially composite insulated wall panels (IWPs) have been used in the construction of buildings for over 100 years. Still, their design remains outside of major building codes, and strength reduction factors ... -
Virtual Testing of Strong Wood Light-Frame Shear Walls under Monotonic and Cyclic Loads: Model Development, Validation, and Parametric Studies
(American Society of Civil Engineers, 2026)AbstractThere is a growing demand for strong wood light-frame shear wall systems in mid-rise buildings, particularly in high-seismic zones. The best performance of these walls is achieved when most of the energy is dissipated ... -
Progressive Collapse Behavior of a Beam–Column Substructure of a Modular Steel Building under an Interior Cluster-Column Loss Scenario
(American Society of Civil Engineers, 2025)AbstractA modular steel building (MSB) can maximize assembly levels and greatly improve construction efficiency, offering numerous benefits such as high industrialization, green energy-saving, and environmental friendliness. ... -
Experimental Investigation of Failure Modes and Strength of High-Strength Steel CHS K Joints
(American Society of Civil Engineers, 2025)AbstractWhen tubular joints are fabricated from high-strength steel, their design resistance, calculated from a resistance equation, should generally be reduced by applying the material factor (joint strength reduction ... -
Local Shear Demand Correction Model for the Analysis of Infilled Frames Using Equivalent Struts
(American Society of Civil Engineers, 2025)AbstractThe paper presents a practice-oriented analytical formulation to evaluate the additional and total shear demand due to frame–infill interaction under seismic loads. The proposed methodology leverages the simple ... -
Experimental Investigation on Full-Scale Shear-Critical 3D Printed Concrete Walls Subjected to In-Plane Cyclic Loading
(American Society of Civil Engineers, 2026)AbstractAdditive construction (AC) methods, such as concrete 3D printing, have been receiving growing attention. While early applications of 3D printed concrete (3DPC) structures, particularly for residential construction, ... -
Damage-Free Wind-Restraint Device for a Base-Isolated Building Structure: Configuration and Prototype Test
(American Society of Civil Engineers, 2026)AbstractFor a base-isolated structure, a smaller stiffness of the isolation layer could better diminish the transmission of seismic energy from the foundation to the superstructure, thereby enhancing the base-isolation ... -
Test Study on Beam–Column Joints in Modular Wall Light Steel Concrete Frame Structure under Low Cyclic Loading
(American Society of Civil Engineers, 2025)AbstractThe multilimb cold-formed thin-walled steel concrete composite column and H-shaped steel beam joint (MCTSCC–HSB joint) is a critical beam–column connection in novel ultra-low-energy modular wall prefabricated ... -
Performance of Unbonded Local Prestressed Concrete Beam–Column Substructures against Progressive Collapse
(American Society of Civil Engineers, 2025)AbstractIn large public buildings, a combination of long-span prestressed concrete beams and short-span reinforced concrete beams is often employed due to functional requirements. These structures are designated as local ... -
Development of a Synthetic Rock Mass Model and Its Application in Simulating the Strength Behavior of Fractured Coal Masses in 3D
(American Society of Civil Engineers, 2026)Abstract The complex fracture network and stress state make the mechanical properties of coal mass very complicated, and the strength of the coal mass is difficult to determine via direct measurement. Therefore, the ... -
Experimental Response of Damage-Free Self-Centering Links for Seismic Resilient Eccentrically Braced Frames
(American Society of Civil Engineers, 2025)AbstractIn the last few decades, numerous damage-free self-centering solutions have been proposed to achieve seismic resilience of steel structures. While most research studies have focused on moment resisting frames and ... -
An Equivalent Nonconvex Regularization Model Based on the Capped-l1 Function for Structural Damage Identification
(American Society of Civil Engineers, 2025)AbstractStructural damage identification based on sensitivity analysis can be modeled as a sparse recovery problem, with the original formulation being an l0-norm regularization model. However, this original model is NP-hard ... -
Shear Resistance and Calculation Method of UHPC-Encased CFST Composite Columns
(American Society of Civil Engineers, 2025)AbstractThe ultrahigh-performance concrete (UHPC)-encased concrete-filled steel tubular (CFST) column (referred to as UC-CFST column) is a novel composite structure that fully leverages the outstanding material properties ... -
Experimental and Numerical Study on an Inclined 3D Cylindrical Double-Layer Reticulated Cover under Seismic Action
(American Society of Civil Engineers, 2025)AbstractInclined reticulated cylindrical covers are shell-like structures typically used in stadium roofs, in which the inclined shape changes the position of both the center of gravity and the center of stiffness with ... -
Ductile Fracture Simulation of Shear-Out Strength Behavior and Design Equations of Bolted Lap Joints
(American Society of Civil Engineers, 2025)AbstractThis paper presents a detailed study of the fracture behavior and ultimate resistance of bolted lap joints that fail by shear-out rupture, including laboratory tests, detailed computational simulations of ductile ... -
Structural Performance and Design of HSS Welded H-Section Members under Combined Compression and Major-Axis Bending at High Temperatures
(American Society of Civil Engineers, 2026)AbstractThis research includes an experimental and numerical investigation into the fire resistance of high-strength steel (HSS) welded H-section long columns under combined loading. Major-axis eccentric compression tests ... -
Optimization and Testing of Wire Arc Additively Manufactured Steel Tubular T-Joints
(American Society of Civil Engineers, 2026)AbstractTubular joints have been extensively applied in engineering structures because of their superior structural performance. However, welding of conventional tubular joints is problematic, time-consuming, and difficult ...