YaBeSH Digital Library: Recent submissions
Now showing items 3581-3600 of 316660
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Local Buckling of Stainless Clad Steel Stub Columns with Welded Box Sections under Axial Compression
(American Society of Civil Engineers, 2026)AbstractThe local stability performance of stainless clad steel stub columns was investigated by first deriving the critical stress for elastic buckling of stainless clad steel plates using theoretical analysis. Following ... -
An Improved Physics-Based Hurricane Track Model over the North Atlantic Basin with Its Application for Wind-Hazard Assessment
(American Society of Civil Engineers, 2025)AbstractA stochastic tropical cyclone (TC) track model is an essential tool to robustly assess the TC hazards and associated risks for various applications. The present study developed a physics-driven track model for the ... -
Experiment, Simulation, and Design of WAAM Stainless Steel CHS Stub Columns under Axial Compression
(American Society of Civil Engineers, 2026)AbstractThis paper presents a comprehensive study of wire arc additively manufactured (WAAM) stainless steel circular hollow section (CHS) stub columns under axial compression, including experimental testing, numerical ... -
Design of BRBs for and Collapse Performance of Strongback Braced Frames with Varying BRB Configurations
(American Society of Civil Engineers, 2025)AbstractStrongback braced frames (SBFs) are a relatively new structural system with potential benefits to seismic performance, resilience, and design flexibility. Design of SBFs involves selection of energy-dissipating ... -
Analytical Model for Diaphragm Stiffness Classification Considering Stiffness of Horizontal Intermodule Joints in Steel Module-Concrete Core Structures
(American Society of Civil Engineers, 2025)AbstractExisting research and standards lack a classification method for the diaphragm stiffness of modular steel buildings, which is crucial to identify whether a rigid diaphragm assumption can be adopted during seismic ... -
Update to the Leps Strength Envelopes for Rockfill Based on 900 Large-Scale Triaxial Tests
(American Society of Civil Engineers, 2025)Abstract This study presents a database of over 900 large-scale triaxial tests that were used to calibrate and refine the Leps strength envelopes for rockfill materials. A novel nonlinear shear strength criterion for ... -
Seismic Performance of a Novel Partially Embedded Transfer Connection with Wing Wall in Steel-Concrete Vertical Irregular Structures: Physical Tests and Theoretical Model
(American Society of Civil Engineers, 2025)AbstractThe design of transfer connections in steel-concrete vertical irregular structures is crucial for high-rise buildings and long-span structures due to the abrupt changes in mass, stiffness, and damping ratio. The ... -
A Full Process-Evaluation Method for Seismic Resilience of In-Service Reinforced Concrete Frame Structures Considering Corrosion
(American Society of Civil Engineers, 2026)AbstractIn the offshore atmospheric environment, reinforced concrete (RC) frame structures face the dual threats of earthquake disasters and reinforcement corrosion induced by chloride ion erosion during service. It is ... -
Material Efficiency as a Key Opportunity to Reduce Embodied Carbon in Structural Systems: Data Insights from 226 Fully Designed Projects
(American Society of Civil Engineers, 2026)AbstractIn this paper, a data set of material and emissions quantities in 226 fully designed structural systems of buildings engineered by the firm Thornton Tomasetti is analyzed. The data set contains embodied carbon data ... -
Relaxing Shear Stress Limit for the End Region of Prestressed Concrete Girders
(American Society of Civil Engineers, 2025)AbstractThis paper investigates the potential for relaxing the 0.18fc′ shear stress limit imposed by AASHTO load-and-resistance factor design (LRFD) in the end regions of prestressed concrete girders with relatively large ... -
Damage Mechanism Investigation of a Prestressed Concrete Girder Considering the Strengthening Effect of Bridge Deck Pavement
(American Society of Civil Engineers, 2026)AbstractUnderstanding the damage mechanism and destructive behavior of concrete girders is crucial for ensuring bridge safety. When designing bridges, the bridge deck pavement is often regarded as secondary dead load, and ... -
Cyclic Demands on Solar Structural Joints under Wind Loading
(American Society of Civil Engineers, 2025)AbstractDesign of solar photovoltaic (PV) support structures, especially fixed-tilt structures, is typically done using equivalent static pressures, derived from static and dynamic wind load coefficients; however, the true ... -
Prediction of Buckling Strength of Steel Column at Elevated Temperatures Based on Shanley Column Concept
(American Society of Civil Engineers, 2025)AbstractDesign curves for steel columns at elevated temperatures in Eurocode 3 and AISC 360 become less accurate for temperatures below 400°C, whereas these low temperatures could be significant if the columns are subjected ... -
Three-Dimensional Flutter Analysis of Aeroelastic Models of Bridge Decks Based on Large-Eddy Simulations
(American Society of Civil Engineers, 2025)AbstractIn light of the limitations of traditional methods based on a sectional deck model in predicting full-bridge flutter responses, a fluid–structure-interaction simulation method for directly solving the three-dimensional ... -
Cyclic Shear Behavior of Concrete-Filled Composite Plate Shear Wall Components with Bolted Splices
(American Society of Civil Engineers, 2025)AbstractThe composite plate shear walls/concrete-filled (C-PSW/CF) system consists of steel faceplates with concrete infill sandwiched between them. This structural system has garnered international attention, generating ... -
Design Rules for the Sectional Buckling of Built-Up Cold-Formed Steel Members in Compression
(American Society of Civil Engineers, 2025)AbstractThe paper investigates the design rules for built-up cold-formed steel columns, focusing on local and distortional (sectional) buckling. The accuracy of current design methods is studied through a comprehensive ... -
The Horizontal Bearing Characteristics of a Rigid Long–Short Pile Composite Foundation under Combined Vertical and Horizontal Loads
(American Society of Civil Engineers, 2026)Abstract A lack of research exists on the mechanical response of rigid long–short–pile composite foundations (LSPCFs) under combined vertical and horizontal loads. A large-scale indoor model test is conducted in this study ... -
Shaking Table Test of a Full-Scale Lightweight Bolt-Connected Concrete Sandwich Wall Panel Structure: Configuration Modification and Parametric Analyses
(American Society of Civil Engineers, 2025)AbstractRecently, a full-scale lightweight bolt-connected concrete sandwich wall panel structure (LBSPS), referred to as Model I, was tested on a shaking table, and the results showed that the test building exhibited good ... -
Experimental Study on the Limit States of Butterfly-Shaped Structural Fuses
(American Society of Civil Engineers, 2025)AbstractStructural fuses are replaceable elements of a structure that are designed to yield and protect the surrounding members from damage and then be replaceable after a major seismic event. One type of structural fuse ... -
Performance Recovery Evaluation of Flexural Reinforced Concrete Beams with Different Levels of Repair Based on Shake-Table Testing
(American Society of Civil Engineers, 2025)AbstractTypically, earthquake-damaged reinforced concrete (RC) building components are fully repaired with epoxy injection into every crack wider than 0.2 mm to achieve the highest performance recovery. However, this ...