Shear resistance of RC members with closed FRP jacket for Eurocode 8

Author:

Biskinis DionysisORCID,Fardis Michael N.ORCID

Publisher

Springer Science and Business Media LLC

Reference96 articles.

1. Anggawidjaja D, Ueda T, Dai J, Nakai H (2006) Deformation capacity of RC piers wrapped by new fiber-reinforced polymer with large fracture strain. Cement Concr Compos 28:914–947

2. Anzlin A, Fischinger M, Isakovic T (2015) Cyclic response of I-shaped bridge columns with substandard transverse reinforcement. Eng Struct 99:642–652

3. Ascheim MA, Moehle JP (1992) Shear strength and deformability of RC bridge columns subjected to inelastic cyclic displacements, Univ. of California, Earthq Eng. Res Center Rep. UCB/EERC-92/04, Berkeley, CA

4. Bedirhanoglu I, Ilki A, Triantafillou TC (2022) Seismic behavior of repaired and externally FRP-Jacketed short columns built with extremely low-strength concrete. J Compos Constr ASCE 26(1):04021068

5. Bentz EC, Vecchio FJ, Collins MP (2006) The simplified modified compression field theory for calculating the shear strength of reinforced concrete elements. ACI J 103(4):614–624

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