To promote the application of Fiber-reinforced polymer-confined steel-reinforced concrete
(FCSRC) in new structures, a novel assembled joint connecting FCSRC columns and RC …

Buckling-restrained braces (BRBs) can effectively control the structural maximum
displacements. However, their full hysteresis tends to cause significant residual drifts after …

Fiber-reinforced polymer (FRP) tube-concrete-encased steel (FTCES) column shows
excellent strength, stiffness and ductility owing to composite action. However, its practical …

Self-centering systems have emerged as innovative lateral force-resisting mechanisms
aimed at improving the earthquake resilience of building structures. The fully self-centering …

Severe earthquakes possess formidable destructive potential, leading to substantial
damage, widespread disruptions, and tragic loss of life. In response, researchers and …

Steel shear panel dampers are widely used as passive energy-dissipation devices in
earthquake-resistant structures. The out-of-plane buckling stress of the core plate included …

This study reported an experimental study of hybrid-self-centering connections (HSCCs)
employing energy dissipation sequences. The dual self-centering mechanism of the …

A fundamental issue in the development and engineering industries is the efficient
management of complex structures during their entire lifecycles. Traditional fragmented …

In this research paper, the inelastic displacement ratio known as maximum nonlinear
displacement to maximum elastic displacement is determined at different periods of vibration …

This study proposes a novel hybrid self-centering dual rocking core (HSDRC) system with
structural and nonstructural damage control functions for the building structure's seismic …