With the informatization of the building and infrastructure industry, conventional analysis
methods are gradually proving inadequate in meeting the demands of the new era, such as …

Rocking structural systems have been proposed as a promising solution for designing
resilient building structures. These low-damage systems can prevent significant economic …

This study proposes an innovative prefabricated damping wall panels infill for semi-rigid
connected steel frame to release adverse infill-frame interaction. The comparative …

This paper presents the cyclic behavior of reinforced concrete-filled steel tube (RCFST)
column to beam joint with prefabricated connectors. The cyclic performance of four …

To address the inadequate seismic performance of traditional buckling-restrained braced
frame structures (BRBFS), this study introduces a novel structure, the rocking buckling …

For steel moment-resisting frames, the plastic hinge often occurs in column foot under the
action of earthquakes and it is difficult to repair the column foot developed plastic. To avoid …

This work deals with the multiobjective optimization of rheolohical parameters on a novel
designed flexible joints using shear thickening fluid dampers (STFD) on steel structures. The …

The poor seismic performance of thin-walled cold-formed steel (CFS) structures has been
often observed in high seismic regions because of their low ductility, insufficient energy …

Steel frames present significant storey drift during an earthquake because of insufficient
lateral stiffness. Thus, the objective of this study was to improve the lateral stiffness and …

The weak story failure often occurs in steel frame structures and the collapse risk of the
frames will increase because of concentrated plastic deformation in the soft story. The work …