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RISComputational Model for the Flexural Capacity and Stiffness of Eccentric RHS X-Connections under Brace Out-of-Plane Bending Moment
Publisher: ASCE
Abstract: This paper aims to establish a precise and concise formula for quantifying the out-of-plane flexural capacity and initial stiffness of unstiffened eccentric steel rectangular hollow section (RHS) X-connections. In this ...
Hybrid Self-Centering Connection Employing Energy Dissipation Sequences: Experimental Study and a Structural Seismic Demand Perspective
Publisher: ASCE
Abstract: This study reported an experimental study of hybrid-self-centering connections (HSCCs) employing energy dissipation sequences. The dual self-centering mechanism of the connection consisting of post-tensioned (PT) steel ...
Development of an Inerter-Based Dynamic Vibration Absorber with Adjustable Inertance for Tower Structures: Theoretical Models, Experimental Validations, and Structural Behavior Insights
Publisher: American Society of Civil Engineers
Abstract: AbstractIn the present study, an inerter-based dynamic vibration absorber (DVA) with a rhombus
amplification mechanism inerter-based dynamic vibration absorber (R-IVA) was proposed
toward effective vibration mitigation of ...