Introducing an optimal method for macro modeling of nonlinear dynamic analysis in progressive collapse (A case study : OpenSees program)

Introducing an optimal method for macro modeling of nonlinear dynamic analysis in progressive collapse (A case study : OpenSees program)

Optimum implementation of nonlinear dynamic analysis (NDA) in progressive collapse is one of the most important issues that has not been addressed recently. Using detailed FE software like ABAQUS and ANSYS in progressive collapse analysis despite their accuracy is not appropriate because of consumin...

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Autores principales: Hamid Reza Ashrafi, Seyed Ali Hassanzadeh
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2020
Materias:
progressive collapse
nonlinear dynamic analysis
remove element
opensees program
alternate path method
Bridge engineering
TG1-470
Building construction
TH1-9745
Acceso en línea:https://doaj.org/article/605b8f1483be40e4a67c07693787c128
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