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Prediction of the structural behavior of RC columns in fire

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dc.contributor.author Buttignol, Thomaz Eduardo Teixeira
dc.date 2021-04-15
dc.date.accessioned 2021-04-14
dc.identifier.uri https://doi.org/10.25824/redu/OJKOFN
dc.identifier.uri https://redu.unicamp.br/dataset.xhtml?persistentId=doi:10.25824/redu/OJKOFN
dc.description 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.
dc.description.sponsorship no agency
dc.format application/vnd.openxmlformats-officedocument.spreadsheetml.sheet
dc.format text/plain
dc.publisher Teixeira Buttignol, Thomaz Eduardo
dc.subject Engineering
dc.title Prediction of the structural behavior of RC columns in fire
dc.description.sponsorshipId no agency

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