Parametric study of seismic pounding between RC buildings with aligned slabs
This paper presents a parametrical study on seismic pounding between pairs of RC frames with 3 and 5 stories and aligned slabs. The performance indices are the maximum inter-story drift, absolute acceleration, and story shear force, and the cumulated hysteretic energy. The distinctive features are t...
| Autores: | , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2019 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/168321 |
| Acceso en línea: | https://hdl.handle.net/2117/168321 https://dx.doi.org/10.1016/j.soildyn.2019.105718 |
| Access Level: | acceso abierto |
| Palabra clave: | Buildings -- Earthquake effects Earthquake resistant design Seismic pounding Buildings Parametric study Kelvin-Voigt model Numerical simulation Edificis -- Efecte dels terratrèmols Disseny antisísmic Àrees temàtiques de la UPC::Arquitectura Àrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Elements estructurals d'edificis Àrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Càlcul d'estructures d'edificis |
| Sumario: | This paper presents a parametrical study on seismic pounding between pairs of RC frames with 3 and 5 stories and aligned slabs. The performance indices are the maximum inter-story drift, absolute acceleration, and story shear force, and the cumulated hysteretic energy. The distinctive features are the selection of parameters and of performance indices, the soil-structure interaction, a modified Kelvin-Voigt pounding model, and, the careful selection of the discretization period. The findings of this study are the corroboration of remarks from previous researches and the formulation of new conclusions. |
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