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RISSeismic Analysis of Hybrid Steel Moment Frame CLT Shear Walls Structures
Publisher: ASCE
Abstract: Moderately ductile steel moment frames (SMF) are a common lateral load resisting system (LLRS). They allow for a flexible architectural design for low- and mid-rise buildings but become uneconomical for high-rises due to ...
Seismic Behavior of Balloon Frame CLT Shear Walls with Different Ledgers
Publisher: ASCE
Abstract: This paper presents experimental investigations on the seismic behavior of cross laminated timber (CLT) shear walls in a balloon frame configuration with various ledger assemblies attached at midheight. The tested system ...
Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections
Publisher: ASCE
Abstract: This paper presents experimental investigations on the lateral performance of cross-laminated timber (CLT) shear walls with customized self-tapping screw (STS) connections. The panel-to-base (hold-downs and shear brackets) ...
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls
Publisher: American Society of Civil Engineers
Abstract: While numerous experimental tests have been conducted on single-story cross-laminated timber (CLT) shear walls, research addressing the drift performance of multistory CLT structures remains limited. This paper presents ...
Short-Term, Long-Term, and Vibration Performance of TCC Floors Using Mass-Timber Panels
Publisher: American Society of Civil Engineers
Abstract: The increasing availability of mass timber panels has expanded the possibilities for using timber-concrete-composite (TCC) flat floors beyond the traditional TCC T-beams. While TCC floors often easily satisfy ultimate limit ...
Experimental Investigation of the Shear Resistance of CLT Panels with Unreinforced and Reinforced End Notches
Publisher: American Society of Civil Engineers
Abstract: This paper presents a comprehensive experimental investigation into the shear resistance and failure of both unreinforced and reinforced notched cross-laminated timber (CLT) panels. It also includes an in-depth statistical ...
Experimental Study of Disproportionate Collapse Prevention Mechanisms for Mass-Timber Floor Systems
Publisher: ASCE
Abstract: This paper presents and discusses experiments examining the responses of mass-timber floor systems under idealized removal of an interior load-bearing wall. Testing was performed on continuous double-span (2×L) and ...
Cross-Laminated Timber Shear Connections with Double-Angled Self-Tapping Screw Assemblies
Publisher: American Society of Civil Engineers
Ductility Estimation for a Novel Timber–Steel Hybrid System
Publisher: American Society of Civil Engineers
Abstract: In current force-based seismic design procedures, structures are allowed to behave inelastically during significant seismic events. For this reason, the applied design base shear of a structure is calculated by reducing ...
Ductility Estimation for a Novel Timber–Steel Hybrid System
Publisher: American Society of Civil Engineers
Abstract: In current force-based seismic design procedures, structures are allowed to behave inelastically during significant seismic events. For this reason, the applied design base shear of a structure is calculated by reducing ...