| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4923353 | Journal of Constructional Steel Research | 2017 | 9 Pages |
Abstract
The comparison of the mode and time of the frame collapse for all the investigated scenarios shows a minor influence of the effect of the two considered earthquakes on the fire resistance of the frame. The current study shows that nonlinear geometric effects do not have a significant effect in the behavior of the building during fire, when the structure is designed to comply with the service damage limit states prescribed in EN1998-1 (2004).
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
T. Jelinek, V. Zania, L. Giuliani,