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STUDY ON TMD FOR LONG PERIOD STRUCTURE USING AIR FLOATING TECHNIQUE (Investigation of Fundamental Performance)

机译:使用气浮技术对长周期结构的TMD进行研究(基本性能研究)

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Natural period of architectural structure have been longer to be high-rise in recent years. Tuned Mass Damper (TMD) is applied for the structural response reduction in such a long period structure. In general since there are a lot of design cases using a guide rail for linear motion guide of the mass in TMD, the friction coefficient in assembled TMD becomes almost from 3/1000 to 5/1000. The friction coefficient leads an important problem in view point of performance design for long period structures because of that the friction force becomes a large compared with starting inertia force. In this study, new type TMD with air pressure floating technique has been examined to reduce a friction force for starting inertia force, and to set 0.01 m/s2 in starting acceleration as a performance target. This paper shows the evaluation results for fundamental performance from static loading test and shaking table test.
机译:近年来,建筑结构的自然时期一直较长,直到成为高层建筑。调谐质量阻尼器(TMD)用于降低如此长时间结构的结构响应。通常,由于许多设计案例都使用导轨对TMD中的质量进行线性运动引导,因此组装后的TMD中的摩擦系数几乎从3/1000变为5/1000。就长期结构的性能设计而言,摩擦系数导致一个重要的问题,因为与启动惯性力相比,摩擦力变大了。在这项研究中,已经研究了采用气压浮动技术的新型TMD,以减小启动惯性力的摩擦力,并将启动加速度设定为0.01 m / s2作为性能目标。本文显示了静态载荷测试和振动台测试对基本性能的评估结果。

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