EXPERIMENTAL RESEARCH ON NEW TYPE BRACED FRAME STRUCTURE SUBJECTED TO CYCLIC LOADING

Gu Song; Lei Jinsong; Takao Takamatsu

doi:10.13204/j.gyjz200807023

Volume 38 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 92-94,127

Gu Song, Lei Jinsong, Takao Takamatsu. EXPERIMENTAL RESEARCH ON NEW TYPE BRACED FRAME STRUCTURE SUBJECTED TO CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 92-94,127. doi: 10.13204/j.gyjz200807023

Citation:

Gu Song, Lei Jinsong, Takao Takamatsu. EXPERIMENTAL RESEARCH ON NEW TYPE BRACED FRAME STRUCTURE SUBJECTED TO CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 92-94,127. doi: 10.13204/j.gyjz200807023

Citation:

PDF( 0 KB)

EXPERIMENTAL RESEARCH ON NEW TYPE BRACED FRAME STRUCTURE SUBJECTED TO CYCLIC LOADING

doi: 10.13204/j.gyjz200807023

1.
1. School of Civil Engineering and Architecture of South West University of Science and Technology Mianyang 621002;
2.
2. Department of Civil and Architectural Engineering,Hiroshima Insititute of Technology,2-1-1 Miyake Saeki-ku Hiroshima 731-5193

Received Date: 2007-12-20
Publish Date: 2008-07-20

Abstract

Abstract

In this paper,a new type braced frame structure with a slip device is presented.Three specimens which have different angle of the brace are designed for low cyclic reversed lateral loading tests to verify the energy-dissipation capacity of the new type braced frame structure.The seismic energy dissipated ability between the new and normal type braced frame structures are compared based on the experimental and calculated results.The test result shows that the new type brace with the angle of 45 degree possesses excellent energy dissipation capacity.
- tension only brace,
- cyclic loading test,
- seismic behavior,
- hysteretic curves

FullText(HTML)

References(5)

References

[2] 刘伟庆,葛卫,陆伟东.消能支撑-方钢管混凝土框架结构抗震性能的试验研究.地震工程与工程振动.2004.24(4):106-109

王元清,石永久,陈宏,等.现代轻钢结构建筑及其在我国的应用.建筑结构学报,2002,23(1):2-8

[3] 刘伟庆,魏琏,丁大钧,等.低周反复荷载作用下摩擦阻尼支撑框架的试验研究.土木工程学报,1996,29(5):3-10

[4] Hiroyuki Tamai,Takao Takamatsu.Cyclic Loading Tests on a Non-Compression Brace Considering Performance-Based Seismic Design.Journal of Constructional Steel Research.2005,61(12):1650-1671

[5] 冼巧玲.周福霖.消能支撑框架结构的低周往复水平荷载试验仿真分析方法.地震工程与工程振动,2002,22(2):131-135

Relative Articles

Supplements(0)

Cited By

Proportional views