The experimental results for the behaviour of concrete columns confined by both steel
spirals and fibre-reinforced polymer (FRP) are presented. A total of fifty-six columns were …

Hybrid fiber reinforced polymer (FRP)-concrete-steel double-skin tubular members (DSTMs)
are a promising form of structural members with superior mechanical performance and …

This paper presents the behavior of fiber-reinforced polymer (FRP)-confined concrete-filled
stainless steel tube (CFSST) stub columns under axial loading. Six CFSST stub columns …

This paper presents an experimental study, which investigated the compressive behavior of
square fiber reinforced polymer (FRP)–concrete composite columns through the tests of 40 …

A new form of a composite shear wall consisting of a reinforced concrete (RC) wall web and
two boundary columns, in the form of square concrete-filled steel tubes (CFST) incorporating …

The results of 153 specimens from an experimental study on fiber-reinforced polymer (FRP)
and steel spiral-confined (FRP-SS-confined) circular concrete columns were collected from …

In this paper, an experimental investigation on the impact performance of FRP–concrete–
steel double skin tubular members is presented. Twenty-four tests were carried out to …

This paper presents an experimental study on seismic behavior of square fiber reinforced
polymer (FRP)–concrete–steel columns. Six hybrid double-skin tubular columns (DSTCs) …

This paper presents an experimental study that was designed to investigate the compressive
behavior of a new type of fiber reinforced polymer (FRP)-concrete–steel composite column …

This study presents the results of an experimental program and analytical modeling for axial-
flexural interactions of concrete-filled glass fiber–reinforced polymer tube (GFRP-CFFT) …