Diseño Sismorresistente de una Nave Industrial utilizando Vigas Alveolares de Grandes Luces
Fecha
2024-03
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Física - Carrera de Ingenieria Civil
Resumen
El presente estudio se centra en el diseño estructural de una nave industrial, enfocándose en el uso de vigas alveolares para cubiertas de amplias luces. Se realizó un análisis exhaustivo considerando las cargas estáticas y dinámicas, así como las normativas de diseño sísmico como la NEC-15 y AISC-16. Se emplearon herramientas de modelado y análisis estructural, como SAP2000 y ACB+, para evaluar el comportamiento de la estructura ante diferentes condiciones de carga y eventos sísmicos. Los resultados revelaron la eficacia y versatilidad de las vigas alveolares en la resistencia a cargas y movimientos sísmicos, particularmente demostrando una mayor eficiencia en vanos con luces menores a 40 metros. Se proponen recomendaciones para optimizar el diseño y mejorar la capacidad de respuesta frente a eventos sísmicos, asegurando la seguridad y estabilidad de la estructura industrial.
This study focuses on the structural design of an industrial building, focusing on the use of hollow beams for wide span roofs. An exhaustive analysis was carried out considering static and dynamic loads, as well as seismic design regulations such as NEC-15 and AISC-16. Structural modeling and analysis tools, such as SAP2000 and ACB+, were used to evaluate the behavior of the structure under different loading conditions and seismic events. The results revealed the effectiveness and versatility of the hollow core beams in resisting seismic loads and movements, particularly demonstrating greater efficiency in spans with spans less than 40 meters. Recommendations are proposed to optimize the design and improve the response capacity to seismic events, ensuring the safety and stability of the industrial structure.
This study focuses on the structural design of an industrial building, focusing on the use of hollow beams for wide span roofs. An exhaustive analysis was carried out considering static and dynamic loads, as well as seismic design regulations such as NEC-15 and AISC-16. Structural modeling and analysis tools, such as SAP2000 and ACB+, were used to evaluate the behavior of the structure under different loading conditions and seismic events. The results revealed the effectiveness and versatility of the hollow core beams in resisting seismic loads and movements, particularly demonstrating greater efficiency in spans with spans less than 40 meters. Recommendations are proposed to optimize the design and improve the response capacity to seismic events, ensuring the safety and stability of the industrial structure.
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Palabras clave
DISEÑO, ESTRUCTURAL, ALVEOLARES, ANÁLISIS, CARGA
Citación
APA