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Stability Capacity and Lateral Bracing Requirements of Wood Beam-Columns
Publisher: American Society of Civil Engineers
Abstract: This paper presents a study on the stability capacity and lateral bracing requirements of wood beam-columns subjected to biaxial eccentric compression loads. Material property tests and wood beam-column tests were conducted ...
Carbon Fiber–Reinforced Polymer Reinforcement for Rotational Behavior of Bolted Glulam Beam-to-Column Connections
Publisher: American Society of Civil Engineers
Mechanical Behavior of FRP-Strengthened Concrete Columns Subjected to Concentric and Eccentric Compression Loading
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of a study on the mechanical behavior of concrete columns strengthened with fiber-reinforced polymer (FRP) and subjected to concentric and eccentric compression loading. A numerical analysis ...
Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam
Publisher: American Society of Civil Engineers
Load-Carrying Capacity of Lengthwise Cracked Wood Beams Retrofitted by Self-Tapping Screws
Publisher: American Society of Civil Engineers
Modeling Hysteretic Behavior of Lateral Load-Resisting Elements in Traditional Chinese Timber Structures
Publisher: ASCE
Abstract: Dou-gong connections and mortise-tenon jointed traditional timber frames are widely used in traditional Chinese timber structures to resist lateral loads. Such elements exhibit strong nonlinearity in unloading routes, ...
Stability Capacity of Metal Plate Connected Wood Truss Assemblies
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of an experimental study on the critical buckling load and lateral bracing force of metal plate connected wood truss assemblies. Material property tests—including the modulus of elasticity ...
Compressive Behavior of Longitudinally Cracked Timber Columns Retrofitted Using FRP Sheets
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of a study on the compressive behavior of timber columns with longitudinal cracks. Material property tests and full-scale compression tests were conducted to investigate the failure modes ...