پیوندهای مفید
اخبار و اعلانات
آمار
| تعداد نشریات | 158 |
| تعداد شمارهها | 6,230 |
| تعداد مقالات | 67,764 |
| تعداد مشاهده مقاله | 115,181,910 |
| تعداد دریافت فایل اصل مقاله | 89,929,617 |
Structural Control of Building with ATMD through AN-IT2FLC under Seismic Excitation | ||
| Civil Engineering Infrastructures Journal | ||
| دوره 55، شماره 2، اسفند 2022، صفحه 309-331 اصل مقاله (2.88 M) | ||
| نوع مقاله: Research Papers | ||
| شناسه دیجیتال (DOI): 10.22059/ceij.2021.325512.1760 | ||
| نویسندگان | ||
| Siamak Golnargesi* 1؛ Hashem Shariatmadar2؛ Behzad Golnargesi3 | ||
| 1Assistant Professor, Faculty of Civil Engineering and Environment, Khavaran Institute of Higher Education, Mashhad, Iran. | ||
| 2Professor, Faculty of Civil Engineering, Ferdowsi University, Mashhad, Iran. | ||
| 3Ph.D. Candidate, Islamic Azad University, Mashhad Branch, Mashhad, Iran. | ||
| چکیده | ||
| This paper focuses on the design of Adaptive-Neural Interval Type-2 Fuzzy Logic Controller (AN-IT2FLC) in an active tuned mass damper to reduce the response of building under seismic excitation. One of the main shortcomings of Interval Type-2 Fuzzy Logic Controller (IT2FLC) is its need to adjust in any earthquake. This is whilst the AN-IT2FLC can solve this problem using the training process. In this research, four inputs are used for designing and training of AN-IT2FLC as controlled displacement and velocity of roof level with IT2FLC, acceleration of the implemented earthquakes and the control force of IT2FLC. AN-IT2FLC training performed based on the eight earthquake records of El Centro, Hachinohe, Kobe, Northridge, Loma Prieta, Tabas, Morgan Hill and Erizkan with various seismic characteristics. In order to investigate the effectiveness of the proposed controller, an 11-story building with ATMD on its top floor analyzed under another four ground accelerations of Chi-Chi, Kern-county, Coalinga and Coyote-lake records. The results revealed that ATMD with AN-IT2FLC is able to achieve more response reduction with higher speed and accuracy rather than that of the IT2FLC. | ||
| کلیدواژهها | ||
| AN-IT2FLC؛ ATMD؛ Earthquake Excitation؛ Structural Control | ||
| مراجع | ||
|
Anajafi, H. and Medina, R. (2017). “Comparison of the seismic performance of a partial mass isolation technique with conventional TMD and base-isolation systems under broad-band and narrow-band excitation”, Engineering Structures, 158(3),110-123.
Bargi, K., Kave, A., Lucas, C. and Rahami, H. (2012). “Generation of artificial earthquake accelerograms using wavelet and neural networks”, Sharif Journal of Civil Engineering, 2-28(3), 79-88.
Bakhshinezhad, S. and Mohebbi, M., (2019). “Multiple failure criteria-based fragility curves for structures equipped with Satmds”, Earthquake and Structure, 17(5), 463-475.
Bathaei, A. Ramezani, M. and Ghorbani, A., (2017). “Type-1 and Type-2 fuzzy logic control algorithms for semi-active seismic vibration control of the College Urban Bridge using MR dampers”, Civil Engineering Infrastructures Journal, 50(2), 331-351.
Boccamazzo, A., Carboni, B. and Quaranta, G. (2020). “Seismic effectiveness of hysteretic tuned mass dampers for inelastic structures”, Engineering Structures, 216, 110591.
Chang, J.C.H. and Soong, T.T. (1980). “Structural control using active tuned mass dampers”, Engineering Mechanics Division, 106(6), 1091-1098.
Collins, R. and Basu, B. (2006). “Control strategy using bang-bang and minimax principle for FRF with ATMDs”, Engineering Structures, 28(3), 349-356.
Chen, T., Bird, A., Muḥammad, J.M., Cao, S.B., Melvilled, C. and Cheng, C.Y.J., (2019). “Prediction and control of buildings with sensor actuators of fuzzy EB algorithm”, Earthquakes and Structures, 17(3), 307-315.
Chopra, A.K., (2001). Dynamics of structures-theory and applications to earthquake engineering, 2nd Edition, Prentice-Hall, 472-496.
Farshidianfar, A. and Soheili, S. (2013). “Ant colony optimization of tuned mass dampers for earthquake oscillations of high rise structures including soil–structure interaction”, Soil Dynamic and Earthquake Engineering, 51, 14-22.
Guclu, R. and Yazici, H. (2008). “Vibration control of a structure with ATMD against earthquake using fuzzy logic controllers”, Sound and Vibration, 318(1-2), 36-49.
Golnargesi, S., Shariatmadar, H., Meshkat Razavi, H. (2018). “Seismic control of building with active tuned mass damper through interval type-2fuzzy logic controller including soil-structure interaction”, Asian Journal of Civil Engineering, 19(2), 177-188.
Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E., Soong, T.T., Spencer Jr., B.F. and Yao, T.P. (1997). "Structural control: Past, present, and future", Journal of Engineering and Mechanics, ASCE, 123(9), 897-971.
Huang, H., Mosalam, K.M. and Chang, W.S. (2020). “Adaptive tuned mass damper with shape memory alloy for seismic application”, Engineering Structures, 223, 111171.
Ichihashi, H. (1991). “Iterative fuzzy modeling and a hierarchical network”, Proceedings of the 4th IFSA Congress, Engineering, Brussels, 49-52.
Jang, J.R. (1993), “Adaptive-network-based fuzzy inference system”, IEEE Transactions on Systems, Man, and Cybernetics, 23(3), 665-685.
Jin, C., Chung, W.C., Kwon, D.S. and Kim, M.H. (2020). “Optimization of tuned mass damper for seismic control of submerged floating tunnel”, Engineering Structures, 241, 112460.
Kobori, T., Koshika, N., Yamada, K. and Ikeda, Y. (1991). “Seismic response controlled structure with active mass driver system, Part 1: Design”, Earthquake Engineering and Structure Dynamics, 20(2), 133-149.
Kosko, B. (1992). Neural Networks and fuzzy systems, Prentice Hall, Englewood Cliffs.
Liangkun, W., Weixing, S., Ying, Z. and Quanwu, Z., (2020). "Semi-active eddy current pendulum tuned mass damper with variable frequency and damping", Smart Structures and Systems, 25(1), 65-80.
Liangkun,W., Weixing, S. Ying, Z., (2019). "Study on self-adjustable variable pendulum tuned mass damper", The Structural Design of Tall and Special Buildings, 28(1), 1561.
Liangkun,W., Weixing, S. Xiaowei, L., Quanwu, Z., Ying, Z., (2019)."An adaptive-passive retuning device for a pendulum tuned mass damper considering mass uncertainty and optimum frequency", Structural Control and Health Monitoring, 26(7), e2377.
Liangkun,W., Nagarajaiah, S, Weixing, S, Ying, Z., (2020). "Study on adaptive-passive eddy current pendulum tuned mass damper for wind-induced vibration control", The Structural Design of Tall and Special Buildings, 29(15), e1793.
Love, J.S. and Haskett, C. (2019). “Measuring inherent structural damping of structure-TMD systems”, Engineering Structures, 196(3), 109-300.
Lievens, K., Lombaert, G. and De Roeck, G. (2016). “Robust design of a TMD for the vibration serviceability of a footbridge”, Engineering Structures, 123, 408-418.
Meshkat R.H. and Shariatmadar, H. (2015). “Optimum parameters for tuned mass damper using Shuffled Complex Evolution (SCE) algorithm”, Civil Engineering Infrastructures Journal, 48(1), 83-100.
Miguel, L., Lopez, R. and Torii, A. (2016). “Robust design optimization of TMDs in vehicle–bridge coupled vibration problems”, Engineering Structures, 126, 703-711.
Naderpour.H, Vosughifar,H. and Ghobakhloo, E. (2016). “Evaluation of effective parameters on wave diffraction of far-fault ground motions using artificial neural networks”, Sharif Journal of Civil Engineering, 32-2(1), 13-23.
Pourzeynali, S., Lavasani, H.H. and Modarayi, A.H. (2007). “Active control of high rise building structures using fuzzy logic and genetic algorithms”, Engineering Structure, 29(3), 346-357.
Soong,T.T, Spencer, B.F. (2002). “Supplemental energy dissipation: state-of-the-art and state-of-the-practice”, Engineering Structure, 24(3), 243-259.
Shariatmadar, H., Golnargesi, S. and Akbarzadeh Totonchi, M.R. (2014). “Vibration control of buildings using ATMD against earthquake excitations through Interval Type-2 Fuzzy Logic Controller”, Asian Journal of Civil Engineering, 15(3), 321-338.
Spencer Jr, B.F. and Nagarajaiah, S. (2003).” State of the art of structural control”, Journal of Structural Engineering, ASCE, 129, 845-856.
Wang, L., Nagarajaiah, S., Shi, W. and Zhou, W. (2021). “Semi-active control of walking-induced vibrations in bridges using adaptive tuned mass damper considering human-structure-interaction”, Engineering Structures, 244, 112743.
Yager, R.R. and Filev, D.P. (1994). “Generation of fuzzy rules by mountain clustering”, International Journal of Intelligent and Fuzzy Systems, 2(3), 209-219.
Yager, R.R. and Filev, D.P. (1994). Essentials of fuzzy modeling and control, John Wiley & Sons.
Zuo, H., Bi, K., Hao, H. and Ma, R. (2021). “Influences of ground motion parameters and structural damping on the optimum design of inerter-based tuned mass dampers”, Engineering Structures, 227, 111422. | ||
|
آمار تعداد مشاهده مقاله: 320 تعداد دریافت فایل اصل مقاله: 763 |
||