Buckling restrained braces

被引：3

作者：

Ozcelik, Ramazan ^{[1
]}

机构：

[1] Akdeniz Univ, Muhendislik Fak, Insaat Muhendisligi Bolumu, Antalya, Turkey

来源：

PAMUKKALE UNIVERSITY JOURNAL OF ENGINEERING SCIENCES-PAMUKKALE UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI | 2016年 / 22卷 / 03期

关键词：

Buckling restrained brace; Energy dissipater; Steel structures; Connection detail; Experimental study;

D O I：

10.5505/pajes.2015.92668

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Buckling restrained braces (BRBs) have high energy dissipation capacity and equal tension and compression axial load capacity. Therefore, the application of BRBs has gained popularity in seismic regions. The first studies on BRBs started in Japan in 1970 and since then more studies have been undertaken in other earthquake prone countries. Although the BRBs perform well in component and subassembly tests, they do not perform as well in frame tests because of the interaction between beam-column-gusset plate and BRB. In this study, the component and subassembly test of the BRBs and then BRB frame tests available in the literature are summarized.

引用

页码：160 / 170

页数：11

共 32 条

[1]

Aiken ID, 2002, JAP PASS CONTR S TOK

[2]

American Institute of Steel Construction, 2005, SEISM PROV STRUCT ST

[3]

Black C, 2002, COMPONENT TESTING ST

[4]

Black G.R, 1980, UCBEERC8040

[5] Application of low yield strength steel on controlled plastification ductile concentrically braced frames [J].

Chen, CC ;

Chen, SY ;

Liaw, JJ .

CANADIAN JOURNAL OF CIVIL ENGINEERING, 2001, 28 (05) :823-836

[6]

Christopulos AS., 2005, THESIS

[7]

Clark P, 1999, 69 ANN CONV STRUCT E

[8] Experimental evaluation of a large-scale buckling-restrained braced frame [J].

Fahnestock, Larry A. ;

Ricles, James M. ;

Sause, Richard .

JOURNAL OF STRUCTURAL ENGINEERING, 2007, 133 (09) :1205-1214

[9]

Higgins C, 2002, 7 US NAT C EARTHQ EN

[10]

Higgins CC, 2004, ENG J AISC, V41, P187

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