DocumentCode
3054743
Title
Experiment study of buckling-restrained brace and PFD-BRB system
Author
Zhang, Jigang ; Zhang, Jingjing
Author_Institution
Sch. of Civil Eng., Qingdao Technol. Univ., Qingdao, China
fYear
2011
fDate
26-28 July 2011
Firstpage
4418
Lastpage
4421
Abstract
A new-typed PFD-BRB frictional damping brace system is put forward, whose Pall´s frictional damping (PFD) braces are buckling restrained braces (BRB) instead of conventional braces. Static cyclic tests were conducted on steel buckling-restrained braces (BRB) and PFD-BRB system. The results demonstrate a desirable hysteretic behavior and energy absorption capacity. The PFD-BRB system can undergo fully-reversed axial yield cycles, the hysteretic loop of damper is full, and the BRB is also confirmed to have nearly the same yielding stress and ultimate strength under tension and compression. The results calculated by using the ANSYS are similar to those from the tests, which demonstrate the validity of the model and parameters of the brace.
Keywords
buckling; damping; friction; mechanical testing; yield stress; ANSYS; PFD-BRB frictional damping brace system; Pall frictional damping; compression; energy absorption capacity; hysteretic behavior; static cyclic test; steel buckling-restrained brace; tension; ultimate strength; yielding stress; Absorption; Civil engineering; Damping; Educational institutions; History; Phase frequency detector; Steel; ANSYS; Buckling-restrained Brace; PFD-BRB; Pall-typed frictional damper; hysteretic characteristics; static cyclic loading tests;
fLanguage
English
Publisher
ieee
Conference_Titel
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-61284-771-9
Type
conf
DOI
10.1109/ICMT.2011.6003295
Filename
6003295
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