International Journal of High-Rise Buildings (국제초고층학회논문집)

Council on Tall Building and Urban Habitat Korea (한국초고층도시건축학회)
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Performance of Seismic Protective Systems for Super-Tall Buildings and Their Contents

  • Published : 2016.09.01
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Abstract

A much higher level of seismic performance is needed for supertall buildings due to increased demands for their functional continuities and the recognized needs for their continuing emergence in metropolitan areas. This paper analyzes, compares, and contrasts responses recorded during the 2011 Tohoku-oki Earthquake of different supertall buildings featuring conventional and vibration-controlled engineering systems. The superior performance and advantage of the latter are pointed out, and the typical dynamic properties, response characteristics, and effects on the secondary system are discussed. Ongoing efforts to enhance vibration control performance are described, covering the development of specifications, use of performance curves and targeted displacement design, and methods to find appropriate locations of damper installation resulting in a minimized amount of dampers.

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References

  1. AIJ. (2014) Design Specifications on Steel Frame and Damper Nov. (in print, in Japanese).
  2. Fu, Y. and Kasai, K. (1998) "Comparative Study of Frames Using Viscoelastic and Viscous Dampers", J. Struct. Eng., American Society of Civil Engineers, 122(10), 513-522.
  3. Hisada, Y., Yamnashita, T., and et al. (2012) "Seismic Response and Damage of High-Rise Buildings in Tokyo, Japan, during the 2011 Tohoku Earthquake", Proceedings, 15WCEE, Lisbon, Portugal.
  4. JSSI (2003, 2005, 2007, 2013) Design and Construction Manual for Passively Controlled Buildings, Japan Society of Seismic Isolation, Tokyo (in Japanese).
  5. Kasai, K., Fu, Y., and Watanabe, A. (1998) "Passive Control Systems for Seismic Damage Mitigation," Journal of Structural Engineering, American Society of Civil Engineers, 124(5), 501-512. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:5(501)
  6. Kasai, K. and Ito, H. (2005) "Passive Control Design Method Based on Tuning of Stiffness, Yield Strength, and Ductility of Elasto-plastic Damper," J. Struct. Constr. Eng., AIJ, 70(595), 45-55. (in Japanese)
  7. Kasai, K., Minato, N., and Kawanabe, Y. (2006) "Passive Control Design Method Based on Tuning of Equivalent Stiffness of Visco-elastic Damper," J. Struct. Constr. Eng., AIJ, 71(610), 75-83. (in Japanese)
  8. Kasai, K., Ogura, T., and Suzuki, A. (2007) "Passive Control Design Method Based on Tuning of Equivalent Stiffness of Nonlinear Viscous Damper," J. Struct. Constr. Eng., AIJ, 72(618), 97-104. (in Japanese)
  9. Kasai, K., Ito, H., and Ogura, T. (2008) "Passive Control Design Method Based on Tuning of Equivalent Stiffness of Bilinear Oil Damper," J. Struct. Constr. Eng., AIJ, 73 (630), 1281-1288. (in Japanese) https://doi.org/10.3130/aijs.73.1281
  10. Kasai, K., Motoyui, S., Ozaki, H., Ishii, M., Ito, H., Kajiwara, K., and Hikino, T. (2009a) "Full-Scale Tests of Passively-Controlled 5-Story Steel Building Using E-Defense Shake Table, Part 1: Test Concept, Method, and Building Specimen," Proc. of STESSA 2009, Keynote Paper, pp. 11-17, Philadelphia.
  11. Kasai, K., Ooki, Y., Ito, H., Motoyui, S., Hikino, T., and Sato, E. (2009b) "Full-Scale Tests of Passively-Controlled 5-Story Steel Building Using E-Defense Shake Table, Part 2: Preliminary Analysis Results," Proc. of STESSA 2009, pp. 87-92, Philadelphia.
  12. Kasai, K., Pu, W., and Wada, A. (2012) "Responses of tall buildings in Tokyo during the 2011 Great East Japan Earthquake," Keynote Paper, Proc. STESSA 2012, pp. 25-35, Santiago, Chili.
  13. Kasai, K., Mita, A., Kitamura, H., Matsuda, K., and et al. (2013) "Performance of Seismic Protection Technologies during the 2011 Tohoku-Oki Earthquake," Earthquake Spectra, 29(S1), S265-S293, March. https://doi.org/10.1193/1.4000131
  14. Koyama, S. and Kashima, T. (2011) "Prompt Report on Strong Motions Recorded during the 2011 Tohoku Pacific Ocean Earthquake, Report 5," Building Research Institute (BRI).
  15. Maseki, R., Nii, A., Nagashima, I., Aono, H., Kimura, Y., and Hosozawa, O. (2011) "Performance of Seismic Retrofitting of Suoer High-Rise Building Based on Earthquake Observation Records," International Symposium on Disaster Simulation and Structural Safety in the Next Generation (DS'11), Japan.
  16. Ooki, Y., Kasai, K., Motoyui, S., Kaneko, K., Kajiwara, K., and Hikino, T. (2009) "Full-Scale Tests of Passively-Controlled 5-Story Steel Building Using E-Defense Shake Table, Part 3: Full-Scale Tests for Dampers and Beam-Column Subassemblies," Proc. of STESSA 2009, pp. 93-99, Philadelphia.