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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| Auteurs principaux: | , , |
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| Langue: | English |
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Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción
2021
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| Accès en ligne: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200173 |
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