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Duarte Miguel Viúla Faria

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Duarte Miguel Viúla Faria

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Strength of reinforced concrete footings without transverse reinforcement according to limit analysis

Bond behaviour of straight, hooked, U-shaped and headed bars in cracked concrete

Limit Analysis for Punching Shear Design of Compact Slabs and Footings

Limit Analysis for Punching Shear Design of Compact Slabs and Footings

Strength of reinforced concrete footings without transverse reinforcement according to limit analysis

Bond behaviour of straight, hooked, U-shaped and headed bars in cracked concrete