Abstract
AbstractThis chapter is focused on the repair of fire-damaged concrete-filled double skin steel tubular (CFDST) columns with two different repairing schemes. The first scheme is by using one layer of Carbon Fiber Reinforced Polymer (CFRP) and the second one with two layers of Fiber Reinforced Polymer (FRP). The latter scheme is called Hybrid Repair in this thesis, where the first layer consists of Glass Fiber Reinforced Polymer (GFRP) and the second layer CFRP. The performances of repaired CFDST columns are discussed in detail.
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