Estudio comparativo de simulación del efecto de la supresión de pilares sobre el esfuerzo cortante en un muro de RC en forma de L con aberturas
- Autores/as
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Merabti Salem
University of Khemis Miliana
Autor/a
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- Palabras clave:
- Alta sismicidad, Edificios, CR en forma de L, Columnas, Aberturas, Análisis numérico, Esfuerzo cortante
- Resumen
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Los edificios requieren el uso de muros de cortante de hormigón armado para garantizar su estabilidad y resistencia sísmica. Entre las configuraciones eficaces, los muros de hormigón armado en forma de L colocados en las esquinas de los edificios cumplen perfectamente los criterios de resistencia sísmica. En este estudio se exploró un nuevo enfoque, consistente en eliminar los pilares de los muros en forma de L, y sus resultados se compararon con los de los muros con pilares. Para evaluar esta configuración, se realizaron simulaciones numéricas en edificios situados en una zona de alta sismicidad. Los principales parámetros considerados fueron el grosor de los muros de corte, el porcentaje de aberturas y el número de plantas. Los resultados de la simulación revelan que la eliminación de los pilares de los muros de cortante en forma de L con aberturas conduce a la máxima reducción de la tensión de cortante, independientemente del espesor del muro o del número de plantas. El estudio confirma el efecto beneficioso de la eliminación de pilares para aberturas inferiores al 25%, mientras que la conservación de pilares resulta ventajosa para aberturas mayores.
- Biografía del autor/a
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- Cover Image
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- Publicado
- 2025-09-09
- Sección
- EDUCACIÓN EN INGENIERÍA
- Licencia
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Derechos de autor 2025 Salem, M.

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