Simulation Study on a New Type Buckling Restrained Brace - Details

Author：

Ma, Hua (Ma, Hua.) | Zhang, Fangliang (Zhang, Fangliang.) | Li, Zhenbao (Li, Zhenbao.) (Scholars：李振宝) | Mfinda, Diane Amba (Mfinda, Diane Amba.) | Li, Hanjie (Li, Hanjie.)

Indexed by：

CPCI-S EI Scopus

Abstract：

A　new　type　buckling　restrained　brace　ensuring　to　work　under　different　levels　of　earthquakes　is　analyzed　in　this　paper.　The　brace　is　simplified　by　LINK　elements　of　SAP2000.　The　skeleton　curve　of　the　model　is　clarified.　Three　specimens　with　different　slot　widths　are　designed　to　evaluate　the　simplified　model　used　in　the　software　SAP2000.　The　evaluation　work　is　accomplished　through　the　software　ABAQUS.　The　force　mechanism,　the　hysteretic　model　and　proposed　reasonable　scopes　of　slot　widths　are　grasped.　The　numerical　simulation　work　proves　that　the　new　type　buckling　restrained　brace　performs　excellently.

Keyword：

two yield points hysteretic curve slot width theoretical analyses buckling restrained brace numerical simulation

Author Community：

[ 1 ] [Ma, Hua]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
[ 2 ] [Zhang, Fangliang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
[ 3 ] [Li, Zhenbao]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
[ 4 ] [Mfinda, Diane Amba]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
[ 5 ] [Li, Hanjie]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Reprint Author's Address：

[Ma, Hua]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Email：

mahua@bjut.edu.cn |
zhangfangliang@emails.bjut.edu.cn |
lizb@bjut.edu.cn |
dianeamba@yahoo.fr |
139266632@qq.com

Show more details

Related Keywords：

NUMERICAL ANALYSIS OF INITIAL IMPERFECTION INFLUENCE ON THE PERFORMANCE OF BUCKLING-RESTRAINED BRACE
2015，TEHNICKI VJESNIK-TECHNICAL GAZETTE
Structure and vibration-reduction study on tuning mass dampered-buckling restrained brace (II)
2014，Journal of Beijing University of Technology
EXPERIMENTAL STUDY ON VIBRATION REDUCTION PERFORMANCE OF TUNED MASS DAMPERED-BUCKLING RESTRAINED BRACE
2014，13th International Symposium on Structural Engineering (ISSE-13)
Numerical analysis of initial imperfection influence on the performance of buckling-restrained brace
2015，Tehnicki Vjesnik

Source ：

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING III, PT 1

ISSN： 1660-9336

Year： 2014

Volume： 638-640

Page： 224-227

Language： English

Cited Count：

WoS CC Cited Count： 0

SCOPUS Cited Count： 1

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 3

Affiliated Colleges：

建筑与城市规划学院本学院/部未明确归属的数据

Get Fulltext

DOI Library Discovery Baidu Scholar Search Web of Science

Type
Departments

All Years Choose Year From to