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회전 마찰형 제진장치의 이력특성에 대한 실험적 연구

Experimental Study the on Hysteretic Characteristics of Rotational Friction Energy Dissipative Devices

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초록

Friction energy dissipative devices have been increasingly implemented as structural seismic damage protecting systems due to their excellent seismic energy dissipating capacity and high stiffness. This study develops rotational friction energy dissipative devices and verifies experimentally their cyclic response. Based on the understanding of the differences between the traditional linear-motion friction behavior and the rotational friction behavior, the configuration of the frictional surface was determined by investigating the characteristics of the micro-friction behavior. The friction surface suggested in this paper consists of brake-lining pads and stainless steel sheets and is normally stressed by high-strength bolts. Based upon these frictional characteristics of the selected interface, the rotational friction energy dissipative devices were developed. Bolt torque-bearing force tests, rotational friction tests of the suggested friction interfaces were carried out to identify their frictional behavior. Test results show that the bearing force is almost linearly proportional to the applied bolt torque and presents stable cyclic response regardless of the experimental parameters selected this testing program. Finally, cyclic tests of the rotational friction energy dissipative devices were performed to find out their structural characteristics and to confirm their stable cyclic response. The developed friction energy dissipative devices present very stable cyclic response and meet the requirements for displacement-dependent energy dissipative devices prescribed in ASCE/SEI 7-10.

Abstract

Friction energy dissipative devices have been increasingly implemented as structural seismic damage protecting systems due to their excellent seismic energy dissipating capacity and high stiffness. This study develops rotational friction energy dissipative devices and verifies experimentally their cyclic response. Based on the understanding of the differences between the traditional linear-motion friction behavior and the rotational friction behavior, the configuration of the frictional surface was determined by investigating the characteristics of the micro-friction behavior. The friction surface suggested in this paper consists of brake-lining pads and stainless steel sheets and is normally stressed by high-strength bolts. Based upon these frictional characteristics of the selected interface, the rotational friction energy dissipative devices were developed. Bolt torque-bearing force tests, rotational friction tests of the suggested friction interfaces were carried out to identify their frictional behavior. Test results show that the bearing force is almost linearly proportional to the applied bolt torque and presents stable cyclic response regardless of the experimental parameters selected this testing program. Finally, cyclic tests of the rotational friction energy dissipative devices were performed to find out their structural characteristics and to confirm their stable cyclic response. The developed friction energy dissipative devices present very stable cyclic response and meet the requirements for displacement-dependent energy dissipative devices prescribed in ASCE/SEI 7-10.

참고문헌 (11)

  1. Pall AS, "Response of Friction Damped Braced Frames", J. Struct. Div, 108(ST6), pp.1313~1323 (1982), ASCE
  2. FitzGerald TF, "Slotted Bolted Connections in Aseismic Design for Concentrically Braced Connections", Earthquake Spectra, 5(2), pp.383~391 (1989)
  3. Soong TT, "Passive energy dissipation systems in structural engineering", pp.83~90 (1997), John Wiley and Sons Ltd
  4. Mualla IH, "Performance of steel frames with a new friction damper device under earthquake excitation", Engineering Structures Elsevier, 24, pp.365~371 (2002)
  5. Experiental charaterization of bolt stressed non asbestos organic(NAO) material- to-steel interfaces Report, "Kim HJ", Dept. of Civil Engineering, University of Toronto, 6~30 (2004)
  6. Christopoulos C, "Principles of passive supplemental damping and seismic isolation", pp.113~135 (2007), IUSS press
  7. Bowden FP, "Friction: an introduction to tribology", pp.1~24 (1973), Anchor Press
  8. Rabinowicz E., "Friction and Wear of Materials", pp.65~121 (1996), John Wiley & Sons, Inc
  9. Kulak GL, "Guide to design criteria for bolted and riveted joints 2nd edition" (2001), AISC
  10. Ugural AC, "Advanced Strength and Applied Elastici", pp.117~119 (2003), Prentice Hall
  11. "ASCE", SEI 7-10 Minimum Design Loads for Buildings and Other Structures, 2010, pp.196~197

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