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Temperature Effect on Seismic Responses of SMA Knee-Braced Frames
Publisher: American Society of Civil Engineers
Abstract: Shape-memory alloy (SMA) knee-braced frames (KBFs) are a type of seismically resilient frame buildings. Knee braces (KBs) in this system are the SMA buckling-restrained braces, which provide both self-centering and ...
Seismic Analysis and Design of a Resilient Steel Frame with Multiple Lateral Force–Resisting Systems
Publisher: American Society of Civil Engineers
Abstract: Earthquake-induced damage often is caused by large deformation and floor acceleration. To ensure a fast function recovery process, controlling postevent permanent deformation also is very critical. Combining the merits of ...
Energy-Based Seismic Design Methodology of SMABFs Using Hysteretic Energy Spectrum
Publisher: ASCE
Abstract: Superelastic shape memory alloys (SMAs) have inherent properties of complete recovery of large deformation and satisfactory energy dissipation under cyclic loadings. Such properties have attracted wide attention within the ...
Double-Stage Friction-Based Self-Centering Dampers: Proof-of-Concept Tests and Seismic Control Analysis
Publisher: American Society of Civil Engineers
Abstract: Due to the relatively low damping and sharp stiffness change, friction-based self-centering dampers are less effective in controlling peak interstory drift (PID) and peak floor acceleration (PFA). To address these concerns, ...
Seismic Design and Performance Evaluation of a Triple-Column Bent Bridge Retrofitted with Buckling-Restrained Shape Memory Alloy Dampers
Publisher: American Society of Civil Engineers
Abstract: In seismic prone regions, many old bridges deserve retrofitting measures to improve their seismic resilience. The recently proposed buckling-restrained shape memory alloy (SMA) dampers, which can maintain axial resistance ...
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