DOI QR코드

DOI QR Code

붕괴하중을 받는 MR 댐퍼의 Bingham 모델을 이용한 저항성능 정해

Exact Solution for Resistance Capacity utilizing Bingham Model of MR Dampers under Collapse Load

  • 성지영 (단국대학교 대학원 건축공학과) ;
  • 민경원 (단국대학교 건축대학 건축공학과) ;
  • 김진구 (성균관대학교 건축공학과)
  • 투고 : 2010.11.29
  • 심사 : 2011.02.07
  • 발행 : 2011.03.20

초록

This study deals with progressive collapse of a structure retrofitted with MR dampers. In order to assess their effect of mitigation which prevents progressive collapse, control force ratio is defined by friction force of MR dampers divided by external force. First, simple model of a structure with MR dampers is suggested. Using the model, exact solution with the control force ratio is obtained. When and where the system is stopped is predicted by the derived solution. Through the dissipated energy by MR dampers during collapse event, equivalent damping ratio is derived. Finally, comparison of exact and equivalent solutions is presented.

키워드

참고문헌

  1. Griffiths, H., Pugsley, A. and Saunders, O., 1968, Report of the Inquiry Into the Collapse of Flats at Ronan Point, Canning Town, Her Majesty’s Stationary Office, London, England.
  2. GSA, 2003, Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects, The U.S. General Services Administration.
  3. Unified Facilities Criteria(UFC)-DoD, 2005, Design of Buildings to Resist Progressive Collapse, Department of Defense.
  4. Breen, J. E., editor, 1976, Research Workshop on Progressive Collapse of Building Structures, Summary Report, HUD-PDR-182, Department of Housing and Urban Development, Washington, D.C.
  5. Leyendecker, E. V. and Ellingwood, B. R., 1977, Design Methods for Reducing the Risk of Progressive Collapse in Buildings, NBS Building Science Series 98, National Bureau of Standards, Washington, D.C.
  6. Kaewkulchai, G. and Williamson, E. B., 2003, Dynamic Behavior of Planar Frames during Progressive Collapse, 16th ASCE Engineering Mechanics Conference, pp. 1-12.
  7. Kim, J., Lee, S. J. and Choi, H. H., 2010, Progressive Collapse Resisting Capacity of Moment Frames with Viscous Dampers, Transactions of Computational Structural Engineering Institute of Korea, Vol. 23, No. 5, pp. 517-524.
  8. Min, K. W. and Joung, J. W., 2002, Modified Sliding Mode Control of Structures Using MR Dampers, Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 12, No. 3, pp. 243-250. https://doi.org/10.5050/KSNVN.2002.12.3.243
  9. Park, E., Lee, S. K., Youn, K. J., Min, K. W., Chung, H. S., Lee, H. J., Choi, K. M., Moon, S. J. and Jung, H. J., 2008, Performance Evaluation of a Large-scale MR Damper for Controlling Seismic Responses Using a Real-time Hybrid Test Method, Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 18, No. 1, pp. 131-138. https://doi.org/10.5050/KSNVN.2008.18.1.131
  10. Moon, B. W., Park, J. H., Lee, S. K. and Min, K. W., 2008, Equivalent Damping Ratio Based on Earthquake Characteristics of a SDOF Structure with an MR Damper, Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 18, No. 1, pp. 87-93. https://doi.org/10.5050/KSNVN.2008.18.1.087
  11. Lee, S. H., Min, K. W. and Lee, M. K., 2005, Performance Evaluation of MR Damper using Equivalent Linearization Technique, Journal of the Earthquake Engineering Society of Korea, Vol. 9, No. 2, pp. 1-6. https://doi.org/10.5000/EESK.2005.9.2.001
  12. Stanway, R., Sproston, J. L. and Stevens, N. G., 1987, Non-linear Modeling of an Electro-rheological Vibration Damper, Journal of Electrostatics, Vol. 20, No. 2, pp. 167-184. https://doi.org/10.1016/0304-3886(87)90056-8
  13. Gamota, D. R. and Filisko, F. E. 1991, Dynamic Mechanical Studies of Electrorheological Materials, Vol. 35, No. 3, pp. 399-425. https://doi.org/10.1122/1.550221
  14. Wereley, N. M., Pang, L. and Kamath, G. M., 1998, Idealized Hysteresis Modeling of Electro-rheological and Magnetorehological Dampers, Journal of Intelligent Material Systems and Structures, Vol. 9, No. 8, pp. 642-649. https://doi.org/10.1177/1045389X9800900810
  15. Wen, Y. K., 1976, Method of Random Vibration of Hysteretic Systems, Journal of Engineering Mechanics Division, ASCE. Vol. 102, No. 2, pp. 249-263.
  16. Yoon, K. J., Min, K. W. and Lee, S. H., 2007, Seismic Response Control of Structures Using Decentralized Response-dependant MR Dampers, Transactions of Computational Structural Engineering Institute of Korea, Vol. 20, No. 6, pp. 761-767.