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RISResponses of Two-Degree-of-Freedom Sliding Base Systems Subjected to Harmonic Ground Motions
Publisher: American Society of Civil Engineers
Structural Performance of Concrete-Filled Funnel-Shaped Profiled Steel Sheet Composite Shear Walls Subjected to Lateral Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: A concrete-filled funnel-shaped profiled steel sheet (CFFPSS) composite shear wall is proposed, taking advantage of the funnel-shaped ribs as natural shear connectors. A total of eight CFFPSS wall specimens were tested ...
Axial Compressive Behavior of Square Spiral-Confined High-Strength Concrete-Filled Steel-Tube Columns
Publisher: ASCE
Abstract: A new type of concrete-filled steel plate (CFSP) composite shear wall that employs high-strength concrete (HSC) and square spiral-confined concrete-filled steel tube (SCCFST) boundary elements was proposed to reduce the ...
Peak Sliding Displacements of Sliding Base Structures Subjected to Earthquake Excitation
Publisher: ASCE
Abstract: Sliding base (SB) systems are attractive options for protecting low-rise buildings in high-seismicity undeveloped rural areas. This study focuses on the peak sliding displacements (PSDs) of SB structures subjected to ...
Maximum Superstructure Response of Sliding-Base Structures under Earthquake Excitation
Publisher: ASCE
Abstract: Sliding-base (SB) systems are efficient for protecting low-rise buildings in high-seismicity rural areas. The normalized peak pseudoacceleration (NPPA) of one-story SB structures under three-component earthquake excitation ...