A new modelling strategy for the behaviour of shear walls under dynamic loading.
A new simplified modelling strategy to simulate the non-linear behaviour of reinforced concrete shear walls under dynamic loading is presented. The equivalent reinforced concrete (ERC) model is derived from the framework method and uses lattice meshes for concrete and reinforced bars and uniaxial co...
| Publicat a: | Earthquake engineering & structural dynamics. 31, 4 (2002). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |