Prediction of the structural behavior of RC columns in fire

Use este identificador para citar ou acessar este item: https://doi.org/10.25824/redu/OJKOFN

DOI:	https://doi.org/10.25824/redu/OJKOFN
Título:	Prediction of the structural behavior of RC columns in fire
Assunto:	Engineering
Descrição:	Python script to compute the displacements and the failure of RC columns subjected to fire. The analyses assume a concentric load (no initial eccentricity) or an equivalent axial load to take into account first and second order effects. The displacements are estimated by the introduction of EN 1992-1-2 (2004) stress-strain curves and a simplified bilinear constitutive law that takes into account the Load induced Thermal Strain (LITS) as a reciprocal to the modulus of elasticity. Failure is predicted with the adoption of the nominal stiffness method (EN 1992-1-2, 2004) to take into account the second order effects and an equivalent axial load to replace the axial-bending force.
Autor(es):	Buttignol, Thomaz Eduardo Teixeira
URI:	https://doi.org/10.25824/redu/OJKOFN https://redu.unicamp.br/dataset.xhtml?persistentId=doi:10.25824/redu/OJKOFN
Outros identificadores:
Fomento:	no agency
Número do Projeto:	no agency
Termo de uso:
Data:	15-Abr-2021
Data de Disponibilização:
Formato:	application/vnd.openxmlformats-officedocument.spreadsheetml.sheet text/plain
Tipo:
Editora / Evento / Instituição:	Teixeira Buttignol, Thomaz Eduardo
Idioma :
Aparece nas coleções:	Repositório de Dados de Pesquisa da UNICAMP

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