Fiber‐reinforced concrete‐filled steel tube (CFST) adopts the microskeleton and bridging
effect of fibers, thereby optimizing the confinement effect between the steel tube and …

In this study, low cyclic loading tests were performed on nine seamless steel tube columns
filled with recycled aggregate concrete (RAC) and two steel tube columns filled with normal …

An improved type of concrete-encased column connections (CECCs) for circular concrete
filled steel tube (CFST) piers is proposed in this paper, which does not require the use of …

Several types of fibers have enhanced the structural response of reinforced concrete-filled
steel tubes (CFSTs). This article presents a state-of-the-art review of studies done on the …

This paper presents a cyclic loading test study on 2 full-scale stirrup cage confined circular
concrete-filled steel tube (CFT) columns and 3 full-scale stirrup cage confined square CFT …

Several multi-cell improvement methods for solving existing problems of conventional T-
shaped concrete-filled steel tubular (T-CFST) columns and for determining steel׳ s optimal …

The composite rigid-frame bridge presented in this study is a new type of structural solution
that combines the steel–concrete composite box girder and the concrete-filled double-skin …

This paper studies the effect of high-strength steel fiber reinforced concrete (SFRC) on the
axial compression behavior of rectangular-sectional SFRC-filled steel tube columns. The …

Many severe damages have long been attributed to the collapse of intermediate columns in
underground constructions happened in amounts of disastrous earthquake events. By virtue …

In this research, the cyclic behavior of concrete-filled thin tube (CFTT) columns with
bidirectional moment connections was numerically studied within the context of thin-walled …