DESIGN, TESTING AND ANTI-SEISMIC PERFORMANCE ANALYSIS OF BUCKLING-RESTRAINED BRACES

被引：0

作者：

Zhang, Zhen-Xing ^{[1
]}

Ning, Xiang-Liang ^{[1
]}

Liu, Jun ^{[1
]}

Li, Wen-Bin ^{[1
]}

Chen, Yan-Bei ^{[1
]}

Hu, Yu-Xin ^{[1
]}

Xu, Ming-Jie ^{[1
]}

机构：

[1] Zhuzhou Times New Mat Technol Co Ltd, Zhuzhou 412007, Peoples R China

来源：

INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2 | 2011年

关键词：

buckling-restrained braces (BRB); FEA; full-scale test; nonlinear dynamic time history analysis; anti-seismic performance;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In order to simplify the production process and improve the quality of buckling-restrained braces (BRB), a kind of full steel assembled BRB is proposed. Utilizing the simplified calculation method, main theoretical formulas are given; while the working process and mechanism of BRB is simulated by finite element analysis (FEA), further more, full-scale test is conducted to verify the results of simplified calculation method and FEA. Results show that the errors of yield force and yield displacement are very small among the simplified calculation method, FEA and test, and the load-displacement hysteretic curve of test and FEA are fitted well. Finally, nonlinear dynamic time history analysis of a buckling-restrained braced frames (BRBF) structure is conducted, and results show that the anti-seismic performance of BRBF is well.

引用

页码：587 / 591

页数：5

共 12 条

[1]

[Anonymous], 2003, NEHRP REC PROV NEW B

[2] Cyclic Testing of a Buckling Restrained Braced Frame with Unconstrained Gusset Connections [J].

Berman, Jeffrey W. ;

Bruneau, Michel .

JOURNAL OF STRUCTURAL ENGINEERING, 2009, 135 (12) :1499-1510

[3]

CAI Ke-Quan, 2004, THESIS

[4]

[程光煜 CHENG Guangyu], 2008, [建筑结构学报, Journal of Building Structures], V29, P40

[5]

Clark P, 1999, STRUCT ENG ASS CAL P

[6]

Hu Da-zhu, 2009, EARTHQUAKE RESISTANT, V31, P88

[7]

Li GQ., 2009, PROGR STEEL BUILDING, V11, P22

[8]

MSC, 2005, SEISM PROV STEEL BUI

[9]

S-S Chen, 2008, THESIS

[10]

UAUG Chia-ming, 2005, PROGR STEEL BUILDING, V7, P1

← 1 2 →