槓桿黏彈性制震壁之發展與實驗驗證及其在高科技廠房之應用評估

黃俊翔

doi:10.6342/NTU201704331

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杠杆黏弹性制震壁之发展与实验验证及其在高科技厂房之应用评估

Development, Test Validation and Application of a Lever Viscoelastic Wall Damper for a High-Tech Factory

黄俊翔 , 硕士　　导师：周中哲　　

繁体中文 DOI： 10.6342/NTU201704331

杠杆黏弹性制震壁；黏弹性阻尼器；摩擦阻尼器；实尺寸动态实验；高科技厂房；微振动监测；非线性动力历时分析； Lever Viscoelastic Wall Damper ； Viscoelastic Damper ； Friction Device ； Full-Scale Dynamic Test ； High-Tech Factory ； Vibration Monitoring ； Nonlinear Dynamic Time History Analysis

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摘要 │ 参考文献 (38) │ 国际计量

摘要〈TOP〉

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High-tech factory should ensure structural safety during strong earthquakes and control the impact of environmental vibration to make the process equipment operate normally. In this paper, a new type of seismic energy dissipation device: lever viscoelastic wall damper (LVEW) which consists of a velocity-dependent damper and a displacement-dependent damper had been developed for the first time. It’s able to improve the efficiency of energy dissipation during weak earthquakes and has corresponding mechanism for different level of earthquakes. First, for weak earthquake (e.g., below design basis earthquake level), the viscoelastic damper is subjected to a interstory displacement amplified by lever to dissipate seismic energy. Second, for strong earthquake (e.g., above design basis earthquake level and equal to maximum considered earthquake level), the viscoelastic damper is restricted by stopper in order to avoid larger deformation and permanent damage. Meanwhile the friction device slide to dissipate seismic energy. The main purpose of this paper is to derive a series of formula from viscoelastic component to whole device. Next, we designed two full-scale specimens according to theoretical formula and conducted a dynamic and static test to validate its performances. The test results shown that the device operated as expected. In addition, the gap between pivot and blot hole had a great influence on efficiency of energy dissipation, thus the hysteresis energy and amplification factor of displacement were both decreased. To solve above problems, we modified some design detail in specimen 2, then its efficiency improved observably.
    In order to evaluate the seismic performances and effects of lever viscoelastic wall damper (LVEW) in actual buildings, a high-tech factory in Tainan, Taiwan and a high-rise building in Hsinchu, Taiwan were selected and modeled by PISA3D with installing of LVEW and typical viscoelastic wall damper (VEW). Also, vibration monitoring was conducted in high-tech factory to obtain its dynamic response under earthquake excitation and make sure model’s reliability. Furthermore, from nonlinear dynamic time history analysis, LVEW and VEW both provided well seismic effects in reduction of maximum interstory drift, residual interstory drift and maximum story acceleration of original frames only if both devices have the same maximum force. However, it is to be observed that LVEW used much fewer viscoelastic material than VEW to achieve same effect.

参考文献 ( 38 ) 〈TOP〉

1. American Concrete Institute, & International Organization for Standardization. (2014). Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. American Concrete Institute.
连结：
2. American Institute of Steel Construction. (2010). Specification for Structural Steel Buildings (ANSI/AISC 360-10). American Institute of Steel Construction.
连结：
4. Amick, H., Gendreau, M., Busch, T., & Gordon, C. (2005). Evolving Criteria for Research Facilities: Vibration. In Proc. SPIE ,Vol. 5933, No. 593303, pp. 1-13.
连结：
5. Chang, K. C., Chen, S. J., & Lai, M. L. (1996). Inelastic Behavior of Steel Frames with Added Viscoelastic Dampers. Journal of Structural Engineering, 122(10), 1178-1186.
连结：
6. Chang, K. C., Soong, T. T., Oh, S. T., & Lai, M. L. (1995). Seismic Behavior of Steel Frame with Added Viscoelastic Dampers. Journal of structural engineering, 121(10), 1418-1426.
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引用含有DOI的文献

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DOI可强化引用精确性、增强学术圈连结，并给予使用者跨平台的良好使用经验，目前在全世界已有超过五千万个对象申请DOI。如想对DOI的使用与概念有进一步了解，请参考（）。