YaBeSH Digital Library: Recent submissions
Now showing items 10101-10120 of 316660
-
Improving the Ductility of Concrete Beams Reinforced with Topologically Optimized Steel
(American Society of Civil Engineers, 2025)To address the sustainability challenges faced by concrete structures, various attempts have been made to optimize the reinforcement layout with a topologically optimized strut-and-tie model (STM). However, most studies ... -
Sucrose Degradation and Its Influence Mechanism on the Mechanical Properties of Contaminated Soil: Experimental Insight
(American Society of Civil Engineers, 2025)The infiltration and degradation of domestic contaminants have a substantial influence on the mechanical properties of soil. Sucrose is one of the oligosaccharide contaminants with high content and is prone to degradation ... -
Flexural Behavior of Steel–Concrete Composite Beams Utilizing Innovative Long-Nut Shear Connectors: A Numerical and Experimental Study
(American Society of Civil Engineers, 2025)This paper investigated flexural behavior of composite beams with innovative bolted shear connectors. The novel bolted shear connector consisted of a long tube nut and its compatible bolt. The nut was cast in concrete, and ... -
Seismic Performance of Circular Concrete Bridge Columns Reinforced with ASTM A955 Stainless Steel Rebars
(American Society of Civil Engineers, 2025)This research assesses and compares the seismic performance of four reinforced concrete columns subjected to lateral cyclic loading. Two columns were reinforced with ASTM A955 Grade 75 reinforcement, whereas the other two ... -
Design Recommendations for Web-Opened Titanium-Clad Bimetallic Steel Plate Girders under Patch Loading
(American Society of Civil Engineers, 2025)Titanium-clad bimetallic steel (TCBS) is an innovative bimetallic structural steel with excellent corrosion resistance. The ultimate and critical buckling capacities of web-opened TCBS plate girders subjected to patch ... -
Fire Testing of Glue-Laminated Beam-to-Column Connections
(American Society of Civil Engineers, 2025)Mass timber is increasing in popularity all over the world due to the advantages such as shorter erection time and lower carbon footprint. However, unlike other commonly used construction materials such as steel or concrete, ... -
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement
(American Society of Civil Engineers, 2025)This paper discusses quasi-static cyclic tests conducted on 1:30-scale physical models of RC exterior and knee beam-column joints, with additively manufactured [three-dimensional (3D)-printed] reinforcement cages. These ... -
Experimental Study on Longitudinal Shear Behavior of Prefabricated Steel–Concrete Composite Beams with Hidden Continuous Channels and Shear Key Connections
(American Society of Civil Engineers, 2025)A full-depth deck panel (FDDP) system incorporating hidden continuous channels has emerged as a promising solution for accelerated composite bridge construction. However, the system has faced implementation challenges ... -
Model to Assess the Seismic Response of Shear-Critical Rectangular Columns
(American Society of Civil Engineers, 2025)This paper describes a complete shear force–lateral displacement model for predicting the response envelope of shear-critical rectangular columns comprising (1) an effective stiffness, (2) nominal shear strength, ... -
Experimental Testing of Unreinforced Masonry Shear Walls and Comparison with Nominal Capacity Predictions
(American Society of Civil Engineers, 2025)This paper presents an experimental program in which 16 full-scale clay brick unreinforced masonry walls were constructed and tested under in-plane cyclic shear loading. These walls have been divided into four sets of ... -
Time-Dependent Compressive Arch Action Capacity of Reinforced Concrete Frame Beams Resisting Progressive Collapse
(American Society of Civil Engineers, 2025)Beam compressive arch action (CAA) is an appealing mechanism for reinforced concrete (RC) frames to resist progressive collapse after losing a column during an abnormal event. Past studies have focused predominantly on the ... -
Consistent Estimate of Brace Fatigue Life Using Axial Deformations Evaluated from Nodal Displacements
(American Society of Civil Engineers, 2025)Characterizing the behavior and assessing the performance of concentrically braced frames depends on adequately simulating force redistributions following brace fracture. Commonly, brace models with beam-column elements ... -
A Modified <i>p</i>-<i>y</i> Hyperbolic Model Considering the Soil Unloading Effect for the Bored Pile
(American Society of Civil Engineers, 2025)The effect of soil radial unloading existing in the bored pile hole excavation process can weaken the bearing capacity of pile foundations, and the relevant theoretical method of calculating the pile horizontal bearing ... -
Tracing Earthquake-Induced Damage in Instrumented Buildings: A Wavelet-Based Approach
(American Society of Civil Engineers, 2025)This study presents a novel seismic damage detection framework for building structures along with an innovative damage index. The proposed framework leverages solely the data captured during an earthquake event to detect ... -
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers
(American Society of Civil Engineers, 2025)Steel elements subjected to harsh environments can corrode and experience degradation in their performance, which could compromise the integrity of the structure. Ensuring the safety of corroded steel structures requires ... -
Real-Time Damage Self-Diagnosing and Self-Localizing Parallel Steel Wire Smart Cables
(American Society of Civil Engineers, 2025)Parallel steel wire cables and parallel steel strand cables are the most commonly used cable types in current stages, often serving as crucial load-bearing components in large-span spatial structures, cable-supported ... -
Life Cycle Cost Analysis of Prestressed Concrete Poles Subjected to Wind, Surges, and Waves
(American Society of Civil Engineers, 2025)Prestressed concrete (PC) poles are becoming popular choices to support coastal power transmission systems. However, the existing literature does not offer a detailed analysis of the effectiveness of PC poles in terms of ... -
Experimental and Numerical Investigation on Flexural Behavior of Novel Unsymmetrical Cold-Formed Steel Built-Up Stiffened Box Sections
(American Society of Civil Engineers, 2025)The use of cold-formed steel (CFS) built-up sections for portal frames is gaining popularity due to their ability to provide sustainable solutions and more optimized section design opportunities. This paper presents an ... -
Modeling by Altering Parameter Values during Time-Dependent Finite-Element Simulations
(American Society of Civil Engineers, 2025)Finite element software, particularly software with contributions from many developers, often contain models with heavily duplicated code with only minor differences in parameter values and state determination. The lack ... -
Experimental Investigation of CFS Unequal Plain Angle Compression Members
(American Society of Civil Engineers, 2025)Global buckling modes of cold-formed steel (CFS) unequal-leg plain angle (UPA) compression members are flexural–torsional buckling (FTB) modes due to their nonsymmetric cross section. Although the behavior of CFS equal ...