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- W2034398498 abstract "This paper presents an experimental investigation of seismic performance for two types of concrete filled FRP column using such as concept. The first type is the CFFT with cast-in-place concrete filled within a FRP tube playing the role of form and lateral confinement. The second type is the precast CFFT column using FRP as lateral confinement. Both methods provide improved compressive strength according to the increase of transverse reinforcement and prevent spalling even after failure of the filling concrete confined by FRP, which allows advantageously slow and gradual loss of bearing capacity. Four scale-down specimens were conducted by quasi-static cyclic loading test. The capacities of ductility for cyclic loading was evaluated and the damping ratio, the stiffness reduction and energy dissipation of each test specimen were compared." @default.
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- W2034398498 date "2012-08-31" @default.
- W2034398498 modified "2023-09-22" @default.
- W2034398498 title "An Experimental Study on the Seismic Performance of FRP Composite Pier" @default.
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- W2034398498 doi "https://doi.org/10.9798/kosham.2012.12.4.031" @default.
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