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 …

Although auxetic (negative Poisson's ratio) materials and structures have unique
mechanical properties, their application in earthquake-resistant structures is rarely reported …

The rehabilitation costs of steel plate shear walls (SPSWs) after earthquakes are highly
expensive. Likewise, achieving an optimal balance design between stiffness and dam** is …

This paper focused on a new type of double-skin composite wall in which concrete-filled
steel tubes are used as boundary elements, and steel-bar space trusses are used to …

This paper focuses on a new type of Steel Plate Shear Walls (SPSWs) consisting of
Concrete Filled Steel Tube (CFST) columns and infill plates connected to beams only. To …

Steel plate shear walls comprise web plates connected to beams and columns, also referred
to as vertical and horizontal boundary elements, respectively. When loaded laterally, web …

A structure may be subject to several aftershocks after a mainshock. In many seismic design
provisions, the effect of the seismic sequences is either not directly considered or has been …

The concrete-filled double-skin steel tube (CFDST) frame has been recommended as a
lateral-resisting structural system; however, few investigations have been reported for …

This paper develops a practical seismic design approach for an emerging lateral force
resisting system consisting of self-centering panels and steel strip braces. The system …

The overall behavior of steel plate shear wall (SPSW) dual systems comprises the
contributions of the infill plate tension field and boundary frame moment resisting actions. In …