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Mr. Danial Farsijani

Iran University of Science and Technology (IUST)

Civil Engineering

[email protected]

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کاهش پاسخ سازه داری نامنظمی پیچشی با استفاده از سیستم ترکیبی میراگر TMD و MR

More than 2 years ago

Mr. Danial Farsijani , Iran University of Science and Technology (IUST) ,
Dr. Pedram Ghaderi , Iran University of Science and Technology (IUST) ,

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Paper References

1. Rahimi, F., Aghayari, R., & Samali, B. (2020). Application of tuned mass dampers for structural vibration control: a state-of-the-art review. Civil Engineering Journal, 1622-1651.
2. Shankar, K., Balendra, T., VJ, M., Akinturk, A., Tse, W., Gu, M., ... & Jiaxiang, T. (2001). Building (Vibration Control). Wind Engineers, JAWE, 2001(89), 429-456.
3. Elias, S., & Matsagar, V. (2017). Research developments in vibration control of structures using passive tuned mass dampers. Annual Reviews in Control, 44, 129-156.
4. Cheng, F. Y. (2008). Smart structures: innovative systems for seismic response control. CRC press.
5. Aly, A. M. (2014). Vibration control of high-rise buildings for wind: a robust passive and active tuned mass damper. Smart Structures and Systems, 13(3), 473-500.
Xu, K., & Igusa, T. (1992). Dynamic characteristics of multiple substructures with closely spaced frequencies. Earthquake engineering & structural dynamics, 21(12), 1059-1070.
7. کاتبی و محمدی زاده. (2017). کنترل نیمه‌فعال سازه مجهز به میراگر MR با استفاده از روش نیومارک اصلاح شده مبتنی بر الگوریتم بهینه لحظه‌ای. نشریه مهندسی عمران و محیط زیست دانشگاه تبریز, 46(85), 51-62.
8. Dyke, S. J., Spencer Jr, B. F., Sain, M. K., & Carlson, J. D. (1996). Modeling and control of magnetorheological dampers for seismic response reduction. Smart materials and structures, 5(5), 565.
9. Yang, G., Spencer Jr, B. F., Carlson, J. D., & Sain, M. K. (2002). Large-scale MR fluid dampers: modeling and dynamic performance considerations. Engineering structures, 24(3), 309-323.
10. Spencer Jr, B. F., Yang, G., Carlson, J. D., & Sain, M. K. (1998, June). Smart dampers for seismic protection of structures: a full-scale study. In Proceedings of the 2nd world conference on structural control (Vol. 1, pp. 417-26).
11. Soto, M. G., & Adeli, H. (2014). Optimum tuning parameters of tuned mass dampers for vibration control of irregular highrise building structures. Journal of Civil Engineering and Management, 20(5), 609-620.
12. Kaveh, A., Farzam, M. F., & Maroofiazar, R. (2020). Comparing H2 and H∞ algorithms for optimum design of tuned mass dampers under near-fault and far-fault earthquake motions. Periodica Polytechnica Civil Engineering, 64(3), 828-844.
13. Connor, J., & Laflamme, S. (2014). Structural motion engineering (pp. 199-202). Switzerland: Springer International Publishing.
14. Applied Technology Council. (2008). "Quantification of Building Seismic Performance Factors." FEMA 90% Draft Report P695

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