Numerical simulations of RC hollow piers under horizontal cyclic loading
This article addresses numerical simulations of experimentally tested RC hollow-section piers prone to shear problems under cyclic loading. Detailed nonlinear modeling was applied with 3D FEM dis-cretization using a damage model for concrete and a cyclic behavior model for steel bars represented by...
Autor principal: | |
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Outros Autores: | , , , , |
Formato: | article |
Idioma: | eng |
Publicado em: |
2011
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Assuntos: | |
Texto completo: | https://repositorio-aberto.up.pt/handle/10216/94749 |
País: | Portugal |
Oai: | oai:repositorio-aberto.up.pt:10216/94749 |