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A platform for research: civil engineering, architecture and urbanism
Simplified modelling strategies for reinforced concrete structures
Three simplified modelling strategies are proposed to simulate the non linear behaviour of reinforced concrete (RC) structures submitted to severe loadings. The Equivalent Reinforced Concrete model (ERC) is suitable for very squat RC walls and it is based on the Framework method coupled with damage mechanics and plasticity constitutive laws. The multifiber Timoshenko beam can be used for slender or squat structures submitted to severe shear or torsion. Finally, the SSI macro-element coupled with the multifiber beam is able to reproduce soil structure interaction phenomena on the foundation and the structure.
Simplified modelling strategies for reinforced concrete structures
Three simplified modelling strategies are proposed to simulate the non linear behaviour of reinforced concrete (RC) structures submitted to severe loadings. The Equivalent Reinforced Concrete model (ERC) is suitable for very squat RC walls and it is based on the Framework method coupled with damage mechanics and plasticity constitutive laws. The multifiber Timoshenko beam can be used for slender or squat structures submitted to severe shear or torsion. Finally, the SSI macro-element coupled with the multifiber beam is able to reproduce soil structure interaction phenomena on the foundation and the structure.
Simplified modelling strategies for reinforced concrete structures
Kotronis, Panagiotis (author) / Grange, Stéphane (author)
European Journal of Environmental and Civil Engineering ; 14 ; 823-838
2010-06-01
16 pages
Article (Journal)
Electronic Resource
Unknown
SSI , Timoshenko beam , multifiber beam , shear , torsion , macro-element , ISS , poutre Timoshenko , poutre multifibre , cisaillement , macro-élément
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