Simple ATMD control methodology for tall buildings subject to wind loads

Journal of Structural Engineering

Volumn 122, Issue 1, 1996, Pages 83-91

  Ankireddi, Seshasayee ^b,c   Yang, Henry T Y ^a,d  

^a ASCE ^*

^b University of California   (United States)

^c Purdue University   (United States)

^d UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EQUATIONS OF MOTION; FEEDBACK; LOADS (FORCES); MATHEMATICAL MODELS; TALL BUILDINGS; VIBRATION CONTROL; WIND STRESS;

ACTIVE TUNED MASS DAMPER; WIND LOADS;

MECHANICAL CONTROL EQUIPMENT;

EID: 0029778487     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:1(83)     Document Type: Article

References (23)

1. Abdel-Rohman, M. (1982). "Active control of large structures." J. Engrg. Mech., ASCE, 108(5), 719-730.
2. Abdel-Rohman, M. (1984a). "Effectiveness of active TMD for building's control." Build. and Envir., 8(4), 179-184.
3. Abdel-Rohman, M. (1984b). "Optimal design of active TMD for buildings control." Build. and Envir., 19(3), 191-195.
4. Ayorinde, E. O., and Warburton, G. B. (1980). "Minimizing structural vibrations with absorbers." Earthquake Engrg. and Struct. Dynamics, 8, 219-236.
5. Chang, C. (1993). "Hybrid control of civil structures," PhD thesis, Purdue University, West Lafayette, Ind.
6. Chang, F. K. (1973). "Human response to motions in tall buildings." J. Struct. Div., ASCE, 99(6), 1259-1272.
7. Chang, J. C. H., and Soong, T. T. (1980). "Structural control using active tuned mass dampers." J. Engr. Mech., ASCE, 106(6), 1091-1098.
8. Crandall, S. H., and Mark, W. D. (1963). Random vibration in mechanical systems. Academic Press, New York, N.Y.
9. Fur, L.-S. (1994). "Vibration control of flexible structures," PhD thesis, Purdue University, West Lafayette, Ind.
10. Hansen, R. J., Reed, J. W., and Vanmarcke, E. H. (1973). "Human response to wind-induced motion of buildings." J. Struct. Div., ASCE, 99(7), 1589-1605.
11. Kareem, A. (1983). "Mitigation of wind induced motion of tall buildings." J. Wind Engr. and Industrial Aerodynamics, 11, 273-284.
12. Kihara, H., Kunitsu, H., and Asami, Y. (1993). "Structural design and wind resistance of Fukuoka Tower with T. M. D." Proc., Struct. Cong. 1993 - Struct. Engrg. in Natural Hazard Mitigation, ASCE, New York, N. Y., 646-651.
13. Kwakernaak, H., and Sivan, R. (1972). Linear optimal control systems. Wiley Interscience, New York, N.Y.
14. McNamara, R. J. (1977). "Tuned mass dampers for buildings." J. Struct. Div., ASCE, 103(9), 100-200.
15. Meirovitch, L. (1980). Computational methods in structural dynamics, Sijthoff & Noordhoff, Rockville, Md.
16. Nagase, T., Hisatoku, T., and Yamazaki, S. (1993). "Wind resistant design and response control of tall building." Proc., Struct. Cong. 1993 - Struct. Engrg. in Natural Hazard Mitigation, ASCE, New York, N. Y., 532-537.
17. Ogata, K. (1990). Modern control engineering, Prentice Hall, Englewood Cliffs, N.J.
18. Petersen, N. (1979). "Design of large scale tuned mass dampers." Proc., IUTAM Symp. on Struct. Control, Univ. of Waterloo, Ontario, Canada, 581-596.
19. Sacks, M. P., and Swallow, J. C. (1993). "Tuned mass dampers for towers and buildings." Proc., Struct. Cong. 1993 - Struct. Engrg. in Natural Hazard Mitigation, ASCE, New York, N.Y., 640-645.
20. Saul, W. E., Jayachandran, P., and Peyrot, A. H. (1976). "Response to stochastic wind of N-degree tall buildings." J. Struct. Div., ASCE, 102(5), 1059-1075.
21. Simiu, E., and Scanlan, R. H. (1978). Wind effects on structures: An introduction to wind engineering, John Wiley, New York, N.Y.
22. Soong, T. T., and Mircea, G. (1993). Random vibration of mechanical and structural systems. PTR Prentice Hall, Englewood Cliffs, N.J.
23. Yang, J. N. (1975). "Application of optimal control theory to civil engineering structures." J. Engrg. Mech., ASCE, 101(6), 819-838.