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Работы, на которые ссылается эта работа
Работ: 22
Работа: Experimental Investigation on Shear Capacity of Reinforced Concrete Precracked Push-off Specimens with Externally Bonded Bi-Directional Carbon Fibre Reinforced Polymer Fabrics
Improving shear capacity of existing RC T-section beams using CFRP composites
Статья2000Цитирований: 4ABIContribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members
Ahmed Khalifa, William J. Gold, Antonio Nanni +1
Статья1998Цитирований: 2ABIDesign of Concrete Flexural Members Strengthened in Shear with FRP
Thanasis Triantafillou, Costas P. Antonopoulos
Статья2000Цитирований: 2ABIShear Strengthening of RC Beams with Externally Bonded CFRP Sheets
Alex Li, Jules Assih, Yves Delmas
Статья2001Цитирований: 2ABIStrengthening of shear damaged reinforced concrete T-beam bridges with CFRP strips
Riadh Al‐Mahaidi, Geoff R Taplin, John B. Susa
Статья1999Цитирований: 2ABI