YaBeSH Digital Library: Recent submissions
Now showing items 10121-10140 of 316660
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Capacity and Behavior of Sheathed Cold-Formed Steel Stud Walls under Outward Flexural Loading
(American Society of Civil Engineers, 2025)This paper reports on an experimental investigation of the out-of-plane bending behavior and capacity of cold-formed steel (CFS) stud walls sheathed with wood-based boards [oriented strand board (OSB) or plywood] by means ... -
Shake-Table Test of a Seismically Resilient 10-Story Mass Timber Building with Supplemental Uplift Friction Dampers
(American Society of Civil Engineers, 2025)Post-tensioned rocking mass timber walls (PT-RMTWs) have been established as a seismically resilient seismic force-resisting system for mass timber buildings with high potential. The literature is rich in experimental ... -
Experimental and Numerical Simulation of a Three-Story Mass Timber Building with a Pivoting Wall and Buckling-Restrained Boundary Elements
(American Society of Civil Engineers, 2025)Steel energy dissipators can be combined with mass timber in integrated seismic lateral force–resisting systems to achieve designs with enhanced seismic performance and sustainability benefits. Examples of such integration ... -
Numerical Solution for Nonlinear Consolidation of Composite Foundations with Impervious Piles Based on Hansbo’s Flow
(American Society of Civil Engineers, 2025)In composite foundations, impervious piles function as vertical reinforcement, significantly enhancing the bearing capacity of the foundation. However, compared to granular material piles, the drainage path in composite ... -
Shear Strength of Coupled Autoclaved Aerated Concrete Confined Masonry Walls
(American Society of Civil Engineers, 2025)The in-plane shear behavior of autoclaved aerated concrete (AAC) confined masonry walls has been studied considering only cantilever walls. In coupled walls, there are changes in the bending moments and axial forces of ... -
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads
(American Society of Civil Engineers, 2025)Debris damming forces of 1∶20-scale shipping containers freely accumulated against elevated coastal structure columns were experimentally determined to evaluate ASCE 7-22 tsunami-resilient design standards. Three inundation ... -
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading
(American Society of Civil Engineers, 2025)The paper presents an experimental study on the out-of-plane (OOP) behavior of masonry infills in reinforced concrete (RC) frames. Three different types of masonry infills were investigated: burnt clay bricks, fly ash ... -
Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls
(American Society of Civil Engineers, 2025)Posttensioned (PT) cross-laminated timber (CLT) shear wall systems provide a low-damage seismic solution for mid-rise and high-rise timber structures in high seismic regions. Experimental testing of 8.6-m-tall PT-CLT shear ... -
Fire Resistance Performance of the Bond-Type Anchorage System for CFRP Cables
(American Society of Civil Engineers, 2025)This study conducted fire resistance tests on bond-type anchorage systems using ultrahigh-performance concrete (UHPC) as a bonding medium for two types of carbon fiber–reinforced polymer (CFRP) cables. The study assessed ... -
Virtual Constant Load Method for Moving Force Identification on Simply Supported Beam
(American Society of Civil Engineers, 2025)During operation of a simply supported beam bridge, moving forces are a primary load on the bridge. Therefore, moving force identification (MFI) is essential for ensuring bridge safety. Nevertheless, current theories for ... -
A CNN-Based Ground Motion Selection Method Considering the Impact of Frequency and Time Characteristics of Ground Motions
(American Society of Civil Engineers, 2025)The time characteristics (TCs) of ground motions (GMs) significantly affect the seismic response of tall buildings; however, few existing GM selection methods effectively consider the impact of the TCs of GMs. This leads ... -
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures
(American Society of Civil Engineers, 2025)Modeling damage behavior in engineering structures is vital, but balancing computational efficiency and accuracy presents a significant challenge. This study introduces an advanced higher-order beam model incorporating a ... -
Establishment of Future A-Shape Geometry for Residential Construction
(American Society of Civil Engineers, 2025)Steel buildings utilizing steel-concrete composite construction typically have large floor depths due to the concrete deck cast above wide-flange beams. Stay-in-place formwork is placed on the bottom flange to achieve ... -
Influence of Spacing and Slenderness Ratio of End-Socketed Pile Foundation on Seismic Response of Building Considering Soil–Pile–Structure Interaction: An Experimental Approach
(American Society of Civil Engineers, 2025)Pile foundations transfer the structural loads from areas with low bearing capacity and stiffness to deeper soil or rocky strata possessing greater bearing capacity and stiffness. The end-fixity conditions, slenderness ... -
Optimized Control of Seepage and Deformation in a Dam Foundation on Thick Overburden Deposits Considering Coupled Hydromechanical Effects
(American Society of Civil Engineers, 2025)Dams are often constructed on thick overburden deposits when a complete removal of the overburden becomes cost-prohibitive. This may induce an intense coupling between seepage and deformation in the deposits owing to their ... -
Static and Dynamic Analysis of Material and Geometrically Nonlinear Frame-Like Structures with Softening
(American Society of Civil Engineers, 2025)In the present work, a framework is proposed for the static and dynamic analysis of spatial frame-like structures with geometric and material nonlinearities. The formulation is based on a velocity-based finite-element ... -
Cyclic Behavior of Physical Models of Reinforced Concrete Columns Built with Additive Manufacturing
(American Society of Civil Engineers, 2025)This paper presents quasistatic cyclic tests on 1∶30 scale physical models of reinforced concrete columns with additively manufactured (3D-printed) reinforcement cages. Such physical models are useful for centrifuge modeling ... -
Validating Concrete-to-Concrete Interfacial Modeling through a Multiparametric Experimental Campaign
(American Society of Civil Engineers, 2025)The aging and deterioration of existing RC structures are often addressed with jacketing of weak structural members. This study proposes a blend of numerical methods to precisely simulate the interfacial bond performance ... -
Enhanced Fire Resistance of Double Web Angle Cleat Connections with Austenitic High-Strength Bolts during Furnace Fires
(American Society of Civil Engineers, 2025)Natural fire incidents and standard fire tests have demonstrated that flexible and semirigid connections have suffered premature failure due to the temperature sensitivity of the quenched and tempered carbon steel bolts, ... -
Digitally Augmented Database of Fracture-Critical Steel Beam-to-Column Connection Tests
(American Society of Civil Engineers, 2025)This paper describes a recently compiled database of 100 full-scale steel beam-to-column connections that failed due to flange fractures. This database focuses on welded flange connections tested in the past 50 years, ...