Fire response of a 3D multi-storey building with buckling restrained braces
This paper investigates the performance of a three-dimensional multi-storey structure with Buckling Restrained Brace system (BRBs) under fire condition, using a sequentially coupled nonlinear thermal stress analysis. Efficiency of using BRBs in enhancing the strength and stiffness of a structural fr...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Published: |
Brazilian Association of Computational Mechanics
2015
|
| Subjects: |