Semi-active tuned mass damper building systems: Design

Earthquake Engineering and Structural Dynamics

Volumn 39, Issue 2, 2010, Pages 119-139

  Chey, Min Ho ^a   Chase, J Geoffrey ^a   Mander, John B ^b   Carr, Athol J ^a  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

^b Department of Electrical and Computer Engineering   (United States)

Author keywords

Optimum parameters; Resetable device; Seismic hazard; Semi active control; Statistical assessment; Tuned mass damper

Indexed keywords

ACOUSTIC DEVICES; BEARINGS (STRUCTURAL); CONTROL SYSTEM ANALYSIS; DAMPING; DESIGN; NONMETALLIC BEARINGS; NUMERICAL ANALYSIS; RISK ASSESSMENT; SEISMOLOGY; STIFFNESS; STRUCTURES (BUILT OBJECTS);

OPTIMUM PARAMETERS; SEISMIC HAZARDS; SEMIACTIVE CONTROL; STATISTICAL ASSESSMENT; TUNED MASS DAMPERS;

SEISMIC DESIGN;

BUILDING; CONTROL SYSTEM; DAMPING; DYNAMIC RESPONSE; GEOSTATISTICS; HAZARD ASSESSMENT; LOADING; SEISMIC DESIGN; SEISMIC RESPONSE; STIFFNESS; STRUCTURAL RESPONSE;

EID: 77952803574     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.934     Document Type: Article

References (41)

1. Chang JCH, Soong TT. Structural control using active tuned mass dampers. Journal of Engineering Mechanics 1980; 106(6):1091-1098.
2. Abdel-Rohman M. Optimal design of active TMD for buildings control. Building and Environment 1984; 19(3):191-195.
3. Chang CC, Yang HTY. Control of buildings using active tuned mass dampers. Journal of Engineering Mechanics 1995; 121(3):355-366.
4. Li C, Liu Y, Wang Z. Active multiple tuned mass dampers: a new control strategy. Journal of Structural Engineering 2003; 129(7):972-977.
5. Nagashima I. Optimal displacement feedback control law for active tuned mass damper. Earthquake Engineering and Structural Dynamics 2001; 30(8):1221-1242.
6. Yan N, Wang CM, Balendra T. Optimal damper characteristics of ATMD for buildings under wind loads. Journal of Structural Engineering 1999; 125(12):1376-1383.
7. Jabbari F, Bobrow JE. Vibration suppression with resettable device. Journal of Engineering Mechanics 2002; 128(9):916-924.
8. Bobrow JE, Jabbari F, Thai K. A new approach to shock isolation and vibration suppression using a resetable actuator. Journal of Dynamic Systems, Measurement and Control, Transactions of the ASME 2000; 122(3): 570-573.
9. Bobrow JE, Jabbari F. A high-performance semi-active controller for structural vibration suppression. Smart Structures and Materials, SPIE 1997; 3041:67-74.
10. Barroso LR, Chase JG, Hunt S. Resettable smart dampers for multi-level seismic hazard mitigation of steel moment frames. Journal of Structural Control 2003; 10(1):41-58.
11. Hunt SJ. Semi-active smart-dampers and resetable actuators for multi-level seismic hazard mitigation of steel moment resisting frames. Masters Thesis, Mechanical Engineering, University of Canterbury, Christchurch, 2002.
12. Yang JN, Kim J-H, Agrawal AK. Resetting semiactive stiffness damper for seismic response control. Journal of Structural Engineering 2000; 126(12):1427-1433.
13. Yang JN, Agrawal AK. Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes. Engineering Structures 2002; 24(3):271-280.
14. Djajakesukma SL, Samali B, Nguyen H. Study of a semi-active stiffness damper under various earthquake inputs. Earthquake Engineering and Structural Dynamics 2002; 31(10):1757-1776.
15. Chase JG, Barroso LR, Hunt S. Quadratic jerk regulation and the seismic control of civil structures. Earthquake Engineering and Structural Dynamics 2003; 32(13):2047-2062.
16. Chase JG, Barroso LR, Hunt S. The impact of total acceleration control for semi-active earthquake hazard mitigation. Engineering Structures 2004; 26(2):201-209.
17. Abe M, Igusa T. Semi-active tuned mass dampers with nonlinear control. Proceedings of the 10th Conference on Engineering Mechanics, Part 2 (of 2), 21-24 May 1995, Boulder, CO, U.S.A., 1995; 750-753.
18. Jagadish KS, Prasad BKR, Rao PV. Inelastic vibration absorber subjected to earthquake ground motions. Earthquake Engineering and Structural Dynamics (EESD) 1979; 7(4):317-326.
19. Miyama T. Seismic response of multi-story frames equipped with energy absorbing story on its top. Tenth World Conference of Earthquake Engineering, Madrid, Spain, 1992; 4201-4206.
20. Feng MQ, Mita A. Vibration control of tall buildings using mega subconfiguration. Journal of Engineering Mechanics 1995; 121(10):1082-1088.
21. Murakami K, Kitamura H, Ozaki H, Teramoto T. Design and analysis of a building with the middle-story isolation structural stystem. 12th World Conference of Earthquake Engineering, Auckland, New Zealand, 2000; 1-8.
22. Villaverde R. Aseismic roof isolation system: feasibility study with 13-story building. Journal of Structural Engineering 2002; 128(2):188-196.
23. Pan TC, Cui W. Response of segmental buildings to random seismic motions. ISET Journal of Engineering Technology 1998; 35(4):105-112.
24. Pan T-C, Ling S-F, Cui W. Seismic response of segmental buildings. Earthquake Engineering and Structural Dynamics 1995; 24(7):1039-1048.
25. Charng P-H. Base isolation for multistorey building structures. Ph.D. Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, 1998.
26. Chase J, Mulligan K, Gue A, Mander J, Alnot T, Deam B, Rodgers G, Cleeve L, Heaton D. Resetable devices with customised performance for semi-active seismic hazard mitigation of structures. Proceedings of NZ Society for Earthquake Engineering (NZSEE), Wairakei, New Zealand, 2005; 11-13.
27. Mulligan K, Chase J, Gue A, Alnot T, Rodgers G, Mander J, Elliott R, Deam B, Cleeve L, Heaton D. Large scale resetable devices for multi-level seismic hazard mitigation of structures. Proceedings of Ninth International Conference on Structural Safety and Reliability (ICOSSAR), Rome, Italy, 2005; 19-22.
28. Carr AJ. RUAUMOKO. Computer Program Library, Department of Civil Engineering, University of Canterbury: Christchurch, New Zealand, 2004.
29. Williams SR. Fault-tolerant control design for smart damping systems. Masters Thesis, Department of Civil Engineering, Washington University, Washington, 1994.
30. Mulligan K, Chase J, Mander J, Fougere M, Deam B, Danton G, Elliott R. Hybrid experimental analysis of semi-active rocking wall systems. Proceedings of New Zealand Society of Earthquake Engineering (NZSEE), Napier, New Zealand, 2006.
31. Rodgers GW, Mander JB, Chase JG, Mulligan KJ, Deam BL, Carr A. Re-shaping hysteretic behaviour-spectral analysis and design equations for semi-active structures. Earthquake Engineering and Structural Dynamics 2007; 36(1):77-100.
32. Chase JG, Mulligan KJ, Gue A, Alnot T, Rodgers G, Mander JB, Elliott R, Deam B, Cleeve L, Heaton D. Re-shaping hysteretic behaviour using semi-active resettable device dampers. Engineering Structures 2006; 28(10):1418-1429.
33. Mulligan KJ. Experimental and analytical studies of semi-active and passive structural control of buildings. Ph.D. Thesis, Department of Mechanical Engineering, University of Canterbury, Christchurch, New Zealand, 2007.
34. Yoshida O, Dyke SJ. Seismic control of a nonlinear benchmark building using smart dampers. Journal of Engineering Mechanics 2004; 130(4):386-392.
35. Narasimhan S, Nagarajaiah S. A STFT semiactive controller for base isolated buildings with variable stiffness isolation systems. Engineering Structures 2005; 27(4):514-523.
36. Jansen LM, Dyke SJ. Semiactive control strategies for mr dampers: comparative study. Journal of Engineering Mechanics 2000; 126(8):795-803.
37. Cho S-W, Kim B-W, Jung H-J, Lee I-W. Implementation of modal control for seismically excited structures using magnetorheological dampers. Journal of Engineering Mechanics 2005; 131(2):177-184.
38. Rodgers G, Mander J, Chase J, Mulligan K, Deam B, Carr A. Re-shaping hysteretic behaviour using resetable devices to customise structural response and forces. Eighth US National Conference on Earthquake Engineering (8NCEE), San Francisco, U.S.A., 2006.
39. Mulligan K, Miguelgorry M, Novello V, Chase J, Mander J, Rodgers G, Carr A, Deam B, Horn B. Semi-active tuned mass damper systems. Nineteenth Australasian Conference on Mechanics of Structures and Materials (ACMSM), Christchurch, New Zealand, 2006.
40. Sommerville P, Smith N, Punyamurthula S, Sun J. Development of ground motion time histories for Phase II of the FEMA/SAC steel project. SAC Back-ground Document Report No. SAC/BD-97/04, 1997.
41. Limpert E, Stahel WA, Abbt M. Log-normal distributions across the sciences: keys and clues. Bioscience 2001; 51(5):341-352.