Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading

Abstract Many types of computer software are currently available for the numerical modeling of monolithic RC structures; however, the accuracy of the numerical models created with the programs can only be acceptable by using a well-developed modeling method. We present the behavior of monolithic RC...

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Autores principales: Haris,István, Roszevák,Zsolt
Lenguaje:English
Publicado: Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2019
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Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000300579
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