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...
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| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Brazilian Association of Computational Mechanics
2015
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/55294/ http://dx.doi.org/10.1590/1679-78251786 |
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