In the paper, a new form of energy-dissipation steel shear link with corrugated panel (CSSL)
was proposed. Firstly, its basic design principle was suggested, with reference to previous …

To improve the earthquake resilience of reinforced concrete (RC) shear wall structures, an
innovative shear wall with replaceable coupling beams and replaceable corner components …

To develop a new replaceable steel link with high energy dissipation capacity for
establishing a rapid recoverable system of bridge piers, a novel demountable and …

This paper established and validated the finite element model (FEM) for novel steel shear
links utilizing corrugated panels (CSSL), analyzed the stress and strain distributions of …

This paper presents an innovative design for replaceable shear links, incorporating a
variable cross-section that emphasizes concentrated plastic deformation in the energy …

This paper innovatively proposed a center-rotation type self-centering steel angle energy-
consuming link beam. The influences of the SMA connection types and steel angle materials …

Precise estimation of the shear strength of concrete‐filled steel tubes (CFSTs) is a crucial
requirement for the design of these members. The existing design codes and empirical …

The paper proposes a replaceable shear link design incorporating corrugated steel webs,
which offer several advantages over traditional ribbed flat webs. By utilizing corrugated steel …

This paper presents a comprehensive investigation of variable cross-section replaceable
links (VRLs) through a combination of experimental and numerical analyses. Two types of …