Review of steel buckling-restrained braces
Author(s): |
Gaetano Della Corte
Mario D'Aniello Raffaele Landolfo Federico M. Mazzolani |
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Medium: | journal article |
Language(s): | English |
Published in: | Steel Construction, June 2011, n. 2, v. 4 |
Page(s): | 85-93 |
DOI: | 10.1002/stco.201110012 |
Abstract: |
Buckling-restrained braces (BRBs) are a relatively recent development in the field of seismic-resistant steel structures. Their distinctive feature is the non-buckling behaviour typically achieved by encasing a steel core in a concrete-filled tube, but alternatives have been proposed. Restraining the brace from buckling enhances ductility significantly and allows a symmetric response under tension or compression forces. The design of BRB frames must consider a number of specific issues that are currently not covered by European standards and regulations. This paper presents a brief summary of the most recent research results and attempts to summarize the basic design issues as they emerge from both research and the codification rules of non-European Countries. Conclusions are drawn regarding future research required to address the development of design rules in Europe, too. |
Keywords: |
seismic design Eurocodes buckling-restrained braces design-bytesting
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10065875 - Published on:
06/10/2011 - Last updated on:
11/10/2018