Review of steel buckling-restrained braces

被引:36
|
作者
Della Corte, Gaetano [1 ]
D'Aniello, Mario [2 ]
Landolfo, Raffaele [2 ]
Mazzolani, Federico M. [1 ]
机构
[1] Univ Naples Federico II, Dept Struct Engn, Naples, Italy
[2] Univ Naples Federico II, Dept Construct & Math Methods Architecture, Naples, Italy
来源
关键词
Buckling-restrained braces; seismic design; Eurocodes; design-by testing;
D O I
10.1002/stco.201110012
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:85 / 93
页数:9
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