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RISDevelopment of a Steel Brace with Intentional Eccentricity and Experimental Validation
Publisher: American Society of Civil Engineers
Experimental Behavior of Concrete-Filled Steel Tube Columns Using Ultrahigh-Strength Steel
Publisher: American Society of Civil Engineers
Abstract: Concrete-filled steel tube (CFT) columns offer significant advantages over columns made of either steel or concrete alone, such as large energy dissipation and increased strength and stiffness. To further improve the seismic ...
Gusset Plate Connections for Naturally Buckling Braces
Publisher: American Society of Civil Engineers
Development and Testing of Naturally Buckling Steel Braces
Publisher: American Society of Civil Engineers
Abstract: Steel concentrically braced frames inherently provide great strength and stiffness, and are widely used for seismic resisting systems in buildings. These include conventional buckling braced frames and buckling restrained ...
Development and Testing of Naturally Buckling Steel Braces
Publisher: American Society of Civil Engineers
Abstract: Steel concentrically braced frames inherently provide great strength and stiffness, and are widely used for seismic resisting systems in buildings. These include conventional buckling braced frames and buckling restrained ...
Development and Experimental Validation of Dissipative Embedded Column Base Connections for Enhanced Seismic Performance of Steel Moment-Resisting Frames
Publisher: ASCE
Abstract: This paper proposes a novel embedded column base (ECB) connection that defies the current paradigm in capacity-designed steel moment-resisting frames (MRFs) where column bases have been traditionally considered as ...