采用气浮技术研究长周期结构的TMD:基本性能研究

O. Furuya, H. Kurabayashi, O. Takahashi, Kunio Sanpei, S. Sakamoto, Koji Yamazaki, Manabu Muto
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引用次数: 0

摘要

近年来,建筑结构的自然周期逐渐向高层化发展。调谐质量阻尼器(TMD)应用于这种长周期结构的结构响应减小。一般来说,由于在TMD中有很多设计案例使用导轨作为质量的直线运动导轨,因此组合TMD的摩擦系数几乎从3/1000变为5/1000。摩擦系数是长周期结构性能设计中的一个重要问题,因为摩擦力比起动惯性力大得多。本文研究了采用气压浮动技术的新型TMD,以减小起动惯性力的摩擦力,并以起动加速度0.01 m/s2为性能目标。本文给出了静载试验和振动台试验的基本性能评价结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on TMD for Long Period Structure Using Air Floating Technique: Investigation of Fundamental Performance
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.
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