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《Journal of Building Structures》 2003-02
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Experimental research and numerical analysis of Pall typed frictional dampers

WU Bin, ZHANG Jigang, OU Jinping(School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China)  
The behavior of an improved Pall typed frictional damper(PFD), the T shaped core plate frictional damper (TFD), is studied through tests and numerical analysis. The whole tests include frictional pad coefficient test and the damper hysteretic test. Test results show that the slip force of TFDs can be computed based on the test results of frictional pads. It is found from hysteretic test that the slip force of TFDs keeps stable, but the tension force of the brace increases remarkably after the slipping of TFDs. The results of numerical calculation considering geometry nolinearity agree with the test results. The results herein indicate that the simplified method without considering geometry nonlinearity of Pall damper may lead to unsafe structural design.
【Fund】: 国家自然科学基金资助项目(59908002);; 哈尔滨工业大学科学研究基金资助项目(HIT200080)。
【CateGory Index】: TU317
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