Nonlinear dynamic analysis of steel buildings subjected to earthquakes

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: Núñez,F., Ruiz,D., Cortés,J
Lenguaje:English
Publicado: Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción 2021
Materias:
nonlinear dynamic analysis
seismic behavior
steel buildings
seismic soil response
steel moment resisting frames
Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200173
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