Seismic effectiveness of tuned mass dampers considering soil-structure interaction

Earthquake Engineering and Structural Dynamics

Volumn 28, Issue 11, 1999, Pages 1219-1233

  Wu, Jingning ^a   Chen, Genda ^a,c   Lou, Menglin ^b  

^a MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

^b TONGJI UNIVERSITY   (China)

^c University of Missouri Rolla   (United States)

Author keywords

Root mean square response; Soil structure interaction; Structural control; Tuned Mass Damper (TMD)

Indexed keywords

DAMPING; EARTHQUAKES; SEISMOLOGY; SOIL MECHANICS; SOIL TESTING;

ROOT MEAN SQUARE RESPONSE; STRUCTURAL CONTROL; TUNED MASS DAMPERS;

SOIL STRUCTURE INTERACTIONS;

DAMPING; EARTHQUAKE ENGINEERING; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION;

EID: 0033231474     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199911)28:11<1219::AID-EQE861>3.0.CO;2-G     Document Type: Article

References (14)

1. T. T. Soong, Active Structural Control: Theory and Practice, Wiley, New York, 1992.
2. T. T. Soong and G. F. Dargush, Passive Energy Dissipation Systems in Structural Engineering, Wiley, New York, 1997.
3. J. P. Wolf, Dynamic Soil-Structure Interaction, Prentice Hall, Englewood Cliffs, NJ, 1985.
4. J. P. Wolf, Dynamic Soil-Structure Interaction Analysis in Time-Domain, Prentice-Hall, Englewood Cliffs, NJ, 1988.
5. J. E. Luco and H. L. Wong, 'Seismic response of foundations embedded in a layered half-space', Earthquake Engng. Struct. Dyn. 15(2), 233-247 (1987).
6. Z. Wu, 'Nonlinear feedback strategies in active structural control', Ph.D. Dissertation submitted to the Faculty of the Graduate School of the State University of New York at Buffalo, the State University of New York at Buffalo NY 1995.
7. Y. L. Xu and K. C. S. Kwok, 'Wind-induced response of soil-stucture-damper system', J. Wind Engng. Ind Aerodyn., 41-44, 2057-2068 (1992).
8. B. Samali, K. C. S. Kwok and P. K. Geoghegan, 'Soil-structure-damper interation under earthquake loading', Proc. 1st Int. Conf. MOVIC, Yokohama, Japan, 1992, pp. 7-11.
9. H. Gao, B. Samali and K. C. S. Kwok, 'Structural vibration control by passive dampers considering soil-structure interaction', Proc. 2nd Int. Workshop on Structural Control, HKUST, Hong Kong, 1996, pp. 174-185.
10. R. Dobry and G. Gazetas, 'Dynamic response of arbitrary shape foundations', J. Geotech. Engng. 112(2), 109-135 (1986).
11. M. Ghaffar-Zade and F. Chapel, 'Frequency-independent impedance of soil-structure system in horizontal and rocking modes', Earthquake Engng. Struct. Dyn. 11, 523-540 (1983).
12. T. Igusa and A. Der Kiureghian, 'Dynamic characterization of two-degree-of-freedom equipment-structure system', J. Engng. Mech. ASCE 111 (1), 1-19 (1985).
13. J. Ou and H. Liu, 'Random seismic response spectrum and its application based on the random seismic ground motion', Earthquake Engng. Engng. Vibr. Harbin China 14(1), 14-23 (1994) (Chinese).
14. G. B. Warburton, 'Optimal absorber parameters for various combinations of response and excitation parameters', Earthquake Engng. Struct. Dyn. 10, 381-401 (1982).