| 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 |
|