Mitigation of Motions of Tall Buildings with Specific Examples of ...

Kareem, A. (27-30 June 1993), Tuned Liquid Dampers: Past, Present, and Future, Proceedings of the 7th U.S.
National Conference on Wind Engineering.
Kareem, A. (1994), The Next Generation of Tuned Liquid Dampers, Proceedings of the First World Conference on
Structural Control, Los Angeles.
Kareem, A. and K. Gurley. (1996), Damping in Structures: its Evaluation and Treatment of Uncertainty, Journal of
Wind Engineering and Industrial Aerodynamics, 59: 131-157.
Kareem, A., and S. Kline. (1995), Performance of Multiple Mass Dampers Under Random Loading, Journal of Structural
Engineering, 121(2), 348-361.
Kareem, A., and W.-J. Sun. (1987), Stochastic Response of Structure with Fluid-Containing Appendages, Journal of
Sound and Vibration, 119(3): 389-408.
Kareem, A., and Y. Tamura (1996), Mitigation of Wind-Induced Motions of Tall Buildings, Tall Building Structures:
A World View, Council on Tall Buildings and Urban Habitat, Lehigh University.
Kareem, A., and M. Tognarelli. (Oct. 1994), Passive & Hybrid Tuned Liquid Dampers, Structural Engineering
Forum: 26-30.
Kawamura, M., Maebayashi, K., and K. Shimada. (1993), Application of a Tuned Mass Damper System Using Laminated
Rubber Bearings to a Tower Structure (Design, Test, and Recorded Vibration During Typhoons), Proc. of
International Conference on Tall Buildings, Rio de Janerio.
Kazao, Y., Tanaka, M., Yamada, M. and S. Sakamoto. (1992), Active Vibration Control of a Structure Using Gyrostabilizers,
Proceedings of First International Conference on Motion and Vibration Control: 158-163.
Kihara, H. (Oct. 1989), Examples of Practicable Applications of Dampers, (1) Fukuoka Tower, Struct., 32 (In Japanese).
Kihara, S., Shibuya, T., Okuzono, T., Takahashi, O., and M. Miyazaki. (July 1998), High-Rise Government Office
Building with Viscous Damping Walls, Proceedings of SEWC, San Francisco, CD-ROM: T190-2.
Kitamura, H., Tamura, Y., and T. Ohkuma. (May 1995), Wind Resistant Design & Response Control in Japan Part
III: Structural Damping & Response Control, Proceedings of 5th World Congress Council on Tall Buildings and
Urban Habitat, Amsterdam.
Kobori, T., Ban, S., Yamada, T., Muramatsu, S., Takenaka, Y., Arita, T., and T. Tsujimoto. (1991), Earthquake and
Wind Resistant Design of Shinjuku Park Tower. Proceedings of the 2nd Conference on Tall Buildings in Seismic
Regions, Los Angles.
Koike, Y., Tanida, K., Mutaguchi, M., Murata, T., Imazeki, M., Yamada, T., Kurokawa, Y., Ohrui, S., and Y. Suzuki.
(July 1998), Application of V-Shaped Hybrid Mass Damper to High-Rise Buildings and Verification of Damper Performance,
Proceedings of Structural Engineers World Congress, San Francisco, CD-ROM: T198-4.
Konno, T. and M. Yoshida. (Oct. 1989), Examples of Practical Applications of Dampers, (4) Higashima Sky Tower,
Struct., 32 (In Japanese).
Koshika, N., Sakamoto, M., Ikeda, Y., and T. Kobori. (1992), Control Effect of Active Mass Driver System During
Earthquakes and Winds, MOVIC.
Koss, L.L. and W.H. Melbourne. (1995), Chain Dampers for Control of Wind-Induced Vibration of Tower and Mast
Structures, Engineering Structures, 17(9): 622-625.
Kwok, K.C.S. (Jan. 1995), Aerodynamics of Tall Buildings, A State of the Art in Wind Engineering: International
Association for Wind Engineering,Ninth International Conference on Wind Engineering, New Delhi.
Mitigation of Motions of Tall Buildings with Specific Examples of Recent Applications 44