Nonlinear dynamic analysis of steel buildings subjected to earthquakes
Abstract: Non-linear dynamic analyses methods generally provide a more adjusted modeling of the structural response for strong seismic events. Such a dynamic seismic non-linear evaluation took place for six buildings: two 5 story-height, two 12 story-height and two 20 story-high and with a regular c...
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Autores principales: | , , |
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Lenguaje: | English |
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Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción
2021
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Materias: | |
Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200173 |
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