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
STEEL CONSTRUCTION-DESIGN AND RESEARCH | 2011年 / 4卷 / 02期
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
相关论文
共 46 条
[1]  
Aiken ID, 2002, P JAP PASS CONTR S T
[2]  
[Anonymous], 2005, 34105 ANSIAISC
[3]  
[Anonymous], 1988, J STRUCT ENG
[4]  
Antonucci R., 2006, P 2 INT FIB C NAPL I
[5]   Evaluation of buckling-restrained braced frame seismic performance considering reserve strength [J].
Ariyaratana, Christopher ;
Fahnestock, Larry A. .
ENGINEERING STRUCTURES, 2011, 33 (01) :77-89
[6]  
ASCE, 2010, 710 ASCESEI
[7]  
Black C, 2002, 200208 PEER U CAL BE
[8]  
CHEN CC, 2002, RECENT ADV SEISMIC D
[9]   Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum [J].
Choi, H ;
Kim, J .
ENGINEERING STRUCTURES, 2006, 28 (02) :304-311
[10]  
Christopulos AS., 2005, THESIS