Tall Buildings and Urban Habitat: Cities in the Third Millennium

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REFERENCES

c
Chang, C. C. and Hsu, C. T., 1998 CONTROL PERFORMANCE OF LIQUID COLUMN VIBRATION ABSORBERS, Engineering Structures, Vol. 20, No. 7, (Great Britain : Elsevier Science Ltd.) pp. 580-586.

d
Den Hartog, J. P., 1956 MECHANICAL VIBRATIONS, 4th edition, McGraw-Hill, New York.

h
Hitchcock, P. A., Kwok, K. C. S., Watkins, R. D. and Samali, B., 1997 CHARACTERISTICS OF LIQUID COLUMN VIBRATION ABSORBERS (LCVA) - I, Engineering Structures, Vol. 19, No. 2, (Great Britain: Elsevier Science Ltd.) pp. 126-134.

k
Kawaguchi, A., Teramura, A. and Omote, Y., 1992 TIME HISTORY RESPONSE OF A TALL BUILDING WITH A TUNED MASS DAMPER UNDER WIND FORCE, Journal ofWind Engineering and Industrial Aerodynamics, pp. 1949-1960.

l
Luft, R. W., 1979 OPTIMAL TUNED MASS DAMPERS FOR BUILDINGS, Journal of theStructural Division, ASCE, pp. 2766-2772.

m
McNamara, R. J., 1977 TUNED MASS DAMPERS FOR BUILDINGS, Journal of the StructuralDivision, ASCE.
McNamara, R. J., Huang, C. D. and Wan, V., 2000 VISCOUS-DAMPER WITH MOTION AMPLIFICATION DEVICE FOR HIGH RISE BUILDING APPLICATIONS, Proceedings ASCE Structures Congress, Philadelphia, May 8-10.

s
Simiu, E. and Scanlon, R. H., 1986 WIND EFFECTS ON STRUCTURES, 2nd ed., John Wiley, New York.

t
Tanaka, H. and Mak, C. Y., 1983 EFFECT OF TUNED MASS DAMPERS ON WIND INDUCED RESPONSE OF TALL BUILDINGS, Journal of Wind Engineeringand Industrial Aerodynamics, pp. 357-368.

w
Wiesner, K. B., 1979 TUNED MASS DAMPERS TO REDUCE BUILDING MOTION, ASCE Annual Convention and Exposition, Boston, Reprint 3510, April 2-6.

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