Seismic Performance of Recycled Concrete Filled Circular Steel Tube Columns
Abstract
This study was conducted to experimentally investigate the behavior of recycled concrete-filled circular steel tube (RCFST) columns subjected to cyclic loading. Ten specimens were prepared and tested. Four parameters were used to characterize seismic behavior: the replacement percentage of recycled coarse aggregate, slenderness ratio, axial compression level, and steel ratio. A novel calculation method for the bearing capacity for RCFST columns...
Paper Details
Title
Seismic Performance of Recycled Concrete Filled Circular Steel Tube Columns
Published Date
Dec 16, 2020
Journal
Volume
7
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