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This study examined the effect of the width–thickness ratio ( w∕t ratio) on the seismic behavior of cold-formed hollow structural section (HSS) bracing members. For this purpose, an experimental… (More)
The purpose of this study is to improve the seismic behavior of the bracing members. Lee and Goel's (1987) concrete filling in the hollow structural section (HSS) reduced the severity of local… (More)
In the previous study, the authors investigated the effect of w/t ratios on the behaviour of bracing members under symmetric cyclic loading in compression and tension. In this study, 11 bracing… (More)