کنترل نیمه‌فعال فازی سیستم یک درجه آزاد تحت تحریک ماشین‌های دوار با استفاده از میراگر جرمی تنظیم‌شونده

نوع مقاله : مقاله پژوهشی

نویسندگان

1 پژوهشگاه بین المللی زلزله شناسی و مهندسی زلزله

2 دانشگاه تهران

چکیده

حرکات ارتعاشی دستگاه‌های مکانیکی می‌تواند اثرات نامطلوبی در عملکرد آنها و سازه‌هایی که این دستگاه‌ها روی آن قرار دارند، داشته باشند. با افزایش سرعت زاویه‌ای این دستگاه‌ها و نزدیک شدن آن به فرکانس طبیعی سازه، می‌تواند باعث بروز پدیده‌هایی همچون تشدید، شبه تشدید، ضربان و شبه‌ضربان شود. در تحقیق حاضر برای کاهش پاسخ چنین پدیده‌های احتمالی، از میراگرهای جرمی به‌صورت غیرفعال و نیمه‌فعال استفاده شده است. پارامتر نسبت میرایی میراگر جرمی نیمه‌فعال از طریق دو استراتژی مختلف سیستم استنتاج فازی و الگوریتم  ground-hook ،بر اساس پاسخ سازه تخمین زده می‌شود. نتایج این بررسی نشان می‌دهد که استفاده از میراگر جرمی نیمه‌فعال، می‌تواند عملکرد سیستم غیرفعال را در کاهش جابجایی سیستم، 32 %تا 47 %تحت پدیده‌های مختلف، بهبود دهد. استفاده از سیستم استنتاج فازی در تعیین نسبت میرایی میراگر جرمی می‌تواند 1/5 %تا 6/2 %نسبت به الگوریتم ground-hood پاسخ جابجایی سیستم را کاهش دهد. تحلیل‌های انجام شده برای محدودهای از فرکانس‌های بهینه، نشان می‌دهد که سیستم فازی حساست کمتری نسبت به عدم تنظیم بهینه فرکانس میراگر جرمی دارد

کلیدواژه‌ها

موضوعات

عنوان مقاله [English]

Semi-active fuzzy control of SDOF systems under loading of rotary machines by tuned mass dampers

نویسندگان [English]

  • Meysam Ramezani 1
  • Akbar Bathaei 2
  • S. Mehdi Zahrai 2
1 international institute of earthquake engineering and seismology
2 Earthquake Engineering Department, University of Tehran, Tehran, Iran
چکیده [English]

Dynamic vibrations of mechanical equipment might undesirably affect their performance and the structures on which they are installed. The gradual increase in angular velocity of such equipment and getting close to natural frequency of the structure leads to some phenomena such as resonance, pseudo resonance, beating and pseudo beating phenomenon. Therefore, dynamic responses of these structures should be reduced. Tuned mass dampers (TMDs) as one of the most reliable and simplest instruments to achieve this goal have been attracted by experts. The inertia force makes this kind of dampers vibrate in opposite direction and cause reduction in response of structure. Within seconds, by dedicating various parameters for TMD, their great performance can be augmented. There are lots of different strategies to assign these variable parameters. In this study, semi-active control approaches have been used to decrease the response of a single degree of freedom structure subjected to the above[1]mentioned probabilistic phenomena. In addition, some existing optimum functions have been applied to determine the TMD’s frequency and damping parameters. These parameters of semi-active TMD are predicted utilizing two different strategies: the fuzzy logic system and ground-hook algorithm. The logic of making alteration to damping ratio is based on regaining the equilibrium of structure as it vibrates. Copping with different phenomena, results of this investigation indicate the advantages of using semi-active tuned mass damper to dramatically decrease the system displacement by 32 to 47 percent. Moreover, using fuzzy logic systems to set damping parameters of TMD, results in 1.5 to 6.2 percent displacement reduction in comparison with Ground-Hook algorithm. The conducted analysis for a wide range of optimal frequencies illustrate that fuzzy logic system is less sensitive to mistuning of TMD’s optimal frequency

کلیدواژه‌ها [English]

  • Semi-active tuned mass damper
  • Fuzzy logic and Ground-Hook algorithm
  • Rotary machines
  • Resonance and Pseudo Resonance
  • Beating and Pseudo Beating

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نشریه مهندسی عمران امیرکبیر
دوره 51، شماره 5
آذر و دی 1398
صفحه 1047-1062

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