This state-of-the-art review provides an overview of the evolution of seismic design
requirements for main steel building seismic force–resisting systems, as driven by new …

This paper presents the study of steel plate shear walls which are connected to frame beams
only. As the shear walls are not connected to frame columns, the premature failure overall …

Nowadays, the discussion of prevention and reduction of earthquake hazards and the
introduction of methods to assess the vulnerability of structures has become very important …

As the design methodology of the corrugated steel shear wall (CSSW) has not yet been
included in the design standards, this paper presents a step-by-step design procedure …

Unstiffened steel plate shear walls are an effective and economical method of resisting
lateral forces on structures due to wind and earthquakes. Structural engineers require the …

The infill steel plate is the key earthquake resistant element in steel plate shear wall (SPSW)
structures, which bears most of the horizontal load. In the existing design concept, the infill …

The self-centering steel plate shear wall (SC-SPSW) is a new seismic load-resisting system
that combines the strength and stiffness properties of the SPSW with the recentering …

An experimental investigation is conducted to study the seismic behaviour of eccentrically
braced composite frame (EBCF) with vertical shear links, which has a better repairability and …

Shear wall systems are one of the most commonly used lateral-load resisting systems in
high-rise buildings. The composite steel plate shear wall (CSPSW) systems have strong …

The corrugated steel plate shear walls have recently been proposed to address the seismic
issues associated with simple steel plate shear walls; however, stiffness, strength, and …