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RISPredicting Fracture in Civil Engineering Steel Structures: State of the Art
Publisher: American Society of Civil Engineers
Concrete Uniaxial Nonlocal Damage-Plasticity Model for Simulating Post-Peak Response of Reinforced Concrete Beam-Columns under Cyclic Loading
Publisher: ASCE
Abstract: Rigorous predication of localized deformations in reinforced concrete (RC) structures under cyclic loading is critical from the standpoint of seismic performance assessment. Among the available predictive tools, the ...
Reliability Analysis and Design Considerations for Exposed Column Base Plate Connections Subjected to Flexure and Axial Compression
Publisher: ASCE
Abstract: Exposed column base plate (ECBP) connections are commonly used in steel moment resisting frames. Current approaches for their design are well-established from a mechanistic standpoint. However, the reliability of connections ...
Calibration of Continuum Cyclic Constitutive Models for Structural Steel Using Particle Swarm Optimization
Publisher: American Society of Civil Engineers
Rotational Stiffness of Deeply Embedded Column–Base Connections
Publisher: American Society of Civil Engineers
Seismic Performance of Embedded Column Base Connections Subjected to Axial and Lateral Loads
Publisher: American Society of Civil Engineers
Fracture Mechanics-Based Design of Column Splices with Partial Joint Penetration Welds
Publisher: American Society of Civil Engineers
Abstract: Design standards in the United States mandate the use of complete joint penetration (CJP) welds for welded column splices (WCS) in high-seismic regions. However, recent experiments suggest that economical partial joint ...
Hysteretic Model for Exposed Column–Base Connections
Publisher: American Society of Civil Engineers
Abstract: A hysteretic model formulation is presented for simulation of the cyclic moment-rotation response of exposed column–base (ECB) connections, which are typically used to connect a steel column to a concrete footing in steel ...
Fracture Mechanics-Based Design of Column Splices with Partial Joint Penetration Welds
Publisher: American Society of Civil Engineers
Abstract: Design standards in the United States mandate the use of complete joint penetration (CJP) welds for welded column splices (WCS) in high-seismic regions. However, recent experiments suggest that economical partial joint ...
Effect of Base-Connection Strength and Ductility on the Seismic Performance of Steel Moment-Resisting Frames
Publisher: ASCE
Abstract: Column-base connections in steel moment-resisting frames (SMFs) in seismic regions are commonly designed to develop the capacity of adjoining column with an intent to develop a plastic hinge in the column member, rather ...