Coupled Building Control Considering the Effects of Building/Connector Configuration
Publication: Journal of Structural Engineering
Volume 132, Issue 6
Abstract
Coupled building control has been shown to be an effective means of protection for flexible building structures. Numerous researchers have proposed various active, passive, and semiactive coupled building control strategies for both high-rise and low-rise buildings. Actual applications of coupled building control for low-rise buildings and high-rise buildings have been successfully implemented in Japan using passive and active control technology. Much of the research in the literature has focused on specific building pairs. To date, there have been no detailed studies of the effects of the building configuration and connector location on the overall system performance. This paper examines these effects and compares the efficacy of passive and active coupled building control for flexible adjacent buildings.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The writers gratefully acknowledge the support of this research by the National Science Foundation under Grant No. NSFCMS 99-00234 and CAREER Grant No. NSFCMS 00-94030.
References
Asano, M., Yamano, Y., Yoshie, K., Koike, Y., Nakagawa, K., and Murata, T. (2003). “Development of active-damping bridges and its application to triple high-rise buildings.” JSME Int. J., Ser. C, 46(3), 854–860.
Christenson, R. E. (2001). “Semiactive control of civil structures for natural hazard mitigation: Analytical and experimental studies.” Ph.D. dissertation, Univ. of Notre Dame, Notre Dame, Ind.
Christenson, R. E., Hori, N., Spencer Jr., B. F., and Seto, K. (2003). “Coupled building control using acceleration feedback.” Comput. Aided Civ. Infrastruct. Eng., 18(1), 3–17.
Christenson, R. E., and Spencer, B. F., Jr. (1999). “Coupled building control using ‘smart’ dampers.” Proc., 13th Engineering Mechanics Division Conf., (CD-ROM), Baltimore ASCE, Reston, Va.
Christenson, R. E., Spencer Jr, B. F., and Johnson, E. A. (2000). “Coupled building control using ‘smart’ damping strategies.” Proc., SPIE Smart Structures and NDE Symposia (CD-ROM), Newport Beach, Calif.
Clough, R. W., and Penzien, J. (1993). Dynamics of structures, McGraw–Hill, New York.
Cook, R., Malkus, D. S., and Plesha, M. E. (1989). Concepts and applications of finite element analysis, Wiley, New York.
Ezure, K., Kamozaki, H., and Seto, K. (1993). “Vibration control of flexible structure.” JSME, 930–8, 55–58 (in Japanese).
Ezure, K., Mitsuta, S., and Seto, K. (1994). “Modeling and vibration control of flexible structures arranged in parallel.” JSME, 60–571C, 781 (in Japanese).
Fukuda, Y., Matsumoto, Y., and Seto, K. (1996). “Bending and torsional vibration control of flexible structures arranged in parallel.” Proc., 3rd Int. Conf. on Motion and Vibration Control (MOVIC), Vol. 3, Chiba, Japan.
Graham, M. C. (1994). “Design strategies for coupling buildings.” Master’s thesis, Massachusetts Institute of Technology, Cambridge, Mass.
Gurley, K., Kareem, A., Bergman, L. A., Johnson, E. A., and Klein, R. E. (1994). “Coupling tall buildings for control of response to wind.” Structural safety & reliability, G. I. Schueller, M. Shinozuka, and J. T. P. Yao, eds., Balkema, Rotterdam, The Netherlands, 1553–1560.
Haramoto, H., Seto, K., and Koike, Y. (1999). “Active vibration control of triple flexible structures arranged in parallel.” Proc., Pioneering International Symp. on MOVIC in Mechantronics, Tokyo.
Hori, N., Christenson, R. E., Seto, K., and Spencer, B. F., Jr. (2000). “Active vibration control of coupled buildings using relative movement.” Proc., 5th Motion and Vibration Conf., Sydney, Australia.
Hori, N., and Seto, K. (1999). “Vibration control of flexible space structures based on reduced order model method and filtered LQ control theory.” Proc., Pioneering Int. Symp. on MOVIC in Mechantronics, Tokyo, 187–192.
Iemura, H., Igarashi, A., and Nakita, N. (2000). “Optimal vibration control of adjacent structures using variable dampers.” J. Struct. Eng., 46A, 575–582 (in Japanese).
Iemura, H., Igarashi, A., and Nakita, N. (2003). “Full-scale verification tests of semi-active control of structures using variable joint damper system.” Proc., 3rd World Conf. on Structural Control, Como, Italy.
Ikawa, N., Yamada, Y., Yokyama, H., and Tachibana, E. (1996). “Active control system of coupled structures with a negative stiffness.” JSME Int. J., Ser. B, 42, 629–634 (in Japanese).
Iwanami, K., Suzuki, K., and Seto, K. (1986). “Studies of the vibration control method of parallel structures (the method by the theory of P, T, Q).” JSME Int. J., Ser. A, 86-0247, 3063–3072 (in Japanese).
Iwanami, K., Suzuki, K., and Seto, K. (1993). “Vibration control method of parallel structures connected to each other with damper and spring.” JSME Int. J., Ser. C, 93(355), 69–74 (in Japanese).
Kageyama, M., Yohida, O., and Yasui, Y. (1994). “A study on optimal damping system for connected double frame structures.” Obayashi Corporation Technical Research Institute, Tokyo, 1855–1860 (in Japanese).
Kamagata, K., Miyajima, K., and Seto, K. (1996). “Optimal design of damping devices for vibration control of parallel structures.” Proc., 3rd Int. Conf. on Motion and Vibration Control (MOVIC), Vol. 2, Chiba, Japan, 334–339.
Klein, R. E., Cusano, C., and Stukel, J. (1972). “Investigation of a method to stabilize wind induced oscillations in large structures.” Proc., ASME Winter Annual Meeting, New York, Paper No. 72-WA/AUT-H.
Klein, R. E., and Healy, M. D. (1987). “Semi-active control of wind induced oscillations in structures.” Proc., 2nd Int. Conf. on Structural Control, Univ. of Waterloo, Ontario, Canada, Martinus Nijhoff Publishers, Dordrecht, The Netherlands, 354–369.
Ko, J. M., Ni, Y. Q., and Ying, Z. G. (1999). “Dynamic response of adjacent buildings coupled with nonlinear hysteretic dampers under random seismic excitation.” Proc., Seminar on New Seismic Design Methodologies for Tall Buildings, Beijing, 111–122.
Kunieda, M. (1976). “Earthquake prevent design and earthquake proof design for structures.” JSME, 79(689), 86–91 (in Japanese).
Luco, J. E., and De Barros, C. P. (1998). “Optimal damping between two adjacent elastic structures.” Earthquake Eng. Struct. Dyn., 27, 649–659.
Luco, J. E., and Wong, H. L. (1994). “Control of the seismic response of adjacent structures.” Proc., 1st World Conf. on Structural Control, Pasadena, Calif., TA2-21-30.
Maeda, R., Matsumoto, Y., and Seto, K. (1997). “Bending and torsional vibration control for flexible structures arranged in parallel using control.” JSME, 97-1, 506–507 (in Japanese).
Matsumoto, Y., Doi, F., and Seto, K. (1999). “Vibration control for multiple building structures connected with active bridges.” Proc., of Pioneering International Symp. on MOVIC in Mechantronics, Tokyo.
Mitsuta, S., Okawa, E., Seto, K., and Ito, H. (1994). “Active vibration control of structures arranged in parallel.” JSME Int. J., Ser. C, 37, 3.
Mitsuta, S., Okawa, E., Seto, K., and Nagamatsu, A. (1992). “Vibration control of flexible structure arranged in parallel (vibration control for multi-degree-of-freedom systems).” JSME Int. J., Ser. C, 58,552, 64–70 (in Japanese).
Mitsuta, S., and Seto, K. (1992). “Active vibration control of structures arranged in parallel.” Proc., 1st Int. Conf. on Motion and Vibration Control (MOVIC), Vol. 1, Yokohama, Japan, 146–151.
Okawa, E., Seto, K., and Mitsuta, S. (1990). “Vibration control of flexible structure arranged in parallel (modeling the flexible structure by physical model).” JSME Int. J., Ser. B, 900–44, 435–437 (in Japanese).
Sakai, D., Sugino, S., Seto, K., Christenson, R. E., and Spencer, B. F., Jr. (1999). “Vibration control of parallel structures connected with passive devices designed by GA.” Proc., DETC’99, 1999 ASME Design Engineering Technical Conf., Las Vegas.
Seto, K. (1994). “Vibration control method for flexible structures arranged in parallel.” Proc., 1st World Conf. on Structural Control, Vol. 2, Pasadena, Calif., 62–71.
Seto, K. (1996). “A structural control method of the vibration of flexible buildings in response to large earthquakes and strong winds.” Proc., 35th Conf. on Decision Control, Kobe, Japan, 658–663.
Seto, K. (1998). “Vibration analysis and vibration control of MDOF systems.” Vibration Engineering Seminar Class, Mechanical Engineering Dept., Nihon Univ., Science and Technology, Tokyo (in Japanese).
Seto, K., Toba, Y., and Matsumoto, Y. (1995). “Reduced order modeling and vibration control methods for flexible structures arranged in parallel.” Proc., American Control Conf., Seattle, 2344–2348.
Seto, K., Toba, Y., Matsumoto, Y., and Doi, F. (1994a). “Vibration control and modeling methods for flexible structures arranged in parallel (basic study for realizing super-tall buildings).” JSME Int. J., Ser. C, 61(585), 145–151 (in Japanese).
Seto, K., Toba, Y., Matsumoto, Y., and Doi, F. (1994b). “Vibration control of flexible structures arranged in parallel.” Proc., 2nd Int. Conf. on Motion and Vibration Control (MOVIC), Yokohama, Japan, 138–143.
Soong, T. T., and Grigoriu, M. (1993). Random vibration of mechanical and structural systems, Prentice–Hall, Upper Saddle River, N.J.
Stengel, R. F. (1986). Stochastic optimal control, Wiley-Interscience, New York.
Sugino, S., Minowa, T., Kamagata, K., Kundu, S., and Seto, K. (1997). “Optimal design of damping devices for controlling the vibration of parallel structures using GA.” JSME Int. J., Ser. I, 97-1, 502–503 (in Japanese).
Toba, Y., Horiuti, N., Doi, F., and Seto, K. (1995). “Vibration control in a triple flexible structures (basic study for realizing ultratall buildings).” JSME Int. J., Ser. C, 95–1787, 75–82 (in Japanese).
Toba, Y., Matsumoto, Y., Ezure, K., and Seto, K. (1994). “Hybrid vibration control for flexible structures arranged in parallel (vibration control based on making multi-degree-of-freedom physical model).” JSME Int. J., Ser. I, 940–26, 525–528 (in Japanese).
Xu, Y. L., He, Q., and Ko, J. M. (1999). “Dynamic response of damper-connected adjacent buildings under earthquake excitation.” Eng. Struct., 21, 135–148.
Yamada, Y., Ikawa, N., Yokoyama, H., and Tachibana, E. (1994). “Active control of structures using the joining member with negative stiffness.” Proc., 1st World Conf. on Structural Control, Vol. 2, Pasadena, Calif., 41–49.
Yoshida, K., and Seto, K. (2002). “Vibration control of parallel flexible structures with identical vibration property using interactive forces MOVIC.” Proc., Int. Symp. on Motion and Vibration Control, Saitama, Japan, 967–972.
Yoshie, K., Koike, Y., Shiraki, H., Asano, M., and Yamano, Y. (2003). “Active-damping bridges for buildings of Harumi Island Triton Square (Part 5, Control effect evaluation using performance records).” Proc., Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, B-2 Structures, Structural Dynamics and Nuclear Power Plants, 717–718 (in Japanese).
Yoshioka, H. (1999). “Simulation of the vertical response reduction system.” Research Note, Structural Dynamics and Control/Earthquake Engineering Laboratory, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, Ind.
Zhu, H., Wen, Y., and Iemura, H. (2001). “A study on interaction control for seismic response of parallel structures.” Comput. Struct., 79, 231–242.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Received: May 21, 2004
Accepted: Jun 27, 2005
Published online: Jun 1, 2006
Published in print: Jun 2006
Notes
Note. Associate Editor: Michael D. Symans
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.