| dc.contributor | Teixeira Buttignol, Thomaz Eduardo | |
| dc.creator | Buttignol, Thomaz Eduardo Teixeira | |
| dc.date.accessioned | 2022-12-16T13:22:24Z | |
| dc.date.available | 2022-12-16T13:22:24Z | |
| dc.identifier | https://doi.org/10.25824/redu/OJKOFN | |
| dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/5363125 | |
| 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.publisher | Repositório de Dados de Pesquisa da Unicamp | |
| dc.subject | Engineering | |
| dc.subject | Structural analysis | |
| dc.subject | Reinforced column | |
| dc.title | Prediction of the structural behavior of RC columns in fire | |
