How to cite this paper
Omidinasab, F., Najjar, S., Rezaei, H & Beiranvand, P. (2016). Introducing resilience factor in the structure as a new control coefficient.Engineering Solid Mechanics, 4(4), 177-186.
Refrences
Constantinou, M. C., Soong, T. T., & Dargush, G. F. (1998). Passive energy dissipation systems for structural design and retrofit. Buffalo, New York: Multidisciplinary Center for Earthquake Engineering Research.
Garcia, D. L. (2001). A simple method for the design of optimal damper configurations in MDOF structures. Earthquake spectra, 17(3), 387-398.
Hanson, R. D., & Soong, T. T. (2001). Seismic design with supplemental energy dissipation devices. Earthquake Engineering Research Institute.
Hosseini M, Beiranvand P, Omidi M. (2014) Determination of damper Coefficient the second stage Vibration In order to reduce the structural response. Technical Journal of Engineering and Applied Sciences. 2014-4-3/74-78.
Lavan, O., & Levy, R. (2006). Optimal design of supplemental viscous dampers for linear framed structures. Earthquake engineering & structural dynamics, 35(3), 337-356.
Sugisawa, M., & Saeki, E. (1995). Development of Earthquake-Flesistant, Vibration Control, and Base Isolation Technology for Building Structures. Nippon Steel Technical Report, 66(0).
Soong, T. T., & Spencer, B. F. (2002). Supplemental energy dissipation: state-of-the-art and state-of-the-practice. Engineering Structures, 24(3), 243-259.
Uang, C. M., & Tsai, K. C. (2004). Research and application of buckling-restrained braced frames. International Journal of Steel Structures, 4(4), 301-313.
Yang, Y. B., Chang, K. C., & Yau, J. D. (2003). Base isolation. Earthquake Engineering Handbook.
Garcia, D. L. (2001). A simple method for the design of optimal damper configurations in MDOF structures. Earthquake spectra, 17(3), 387-398.
Hanson, R. D., & Soong, T. T. (2001). Seismic design with supplemental energy dissipation devices. Earthquake Engineering Research Institute.
Hosseini M, Beiranvand P, Omidi M. (2014) Determination of damper Coefficient the second stage Vibration In order to reduce the structural response. Technical Journal of Engineering and Applied Sciences. 2014-4-3/74-78.
Lavan, O., & Levy, R. (2006). Optimal design of supplemental viscous dampers for linear framed structures. Earthquake engineering & structural dynamics, 35(3), 337-356.
Sugisawa, M., & Saeki, E. (1995). Development of Earthquake-Flesistant, Vibration Control, and Base Isolation Technology for Building Structures. Nippon Steel Technical Report, 66(0).
Soong, T. T., & Spencer, B. F. (2002). Supplemental energy dissipation: state-of-the-art and state-of-the-practice. Engineering Structures, 24(3), 243-259.
Uang, C. M., & Tsai, K. C. (2004). Research and application of buckling-restrained braced frames. International Journal of Steel Structures, 4(4), 301-313.
Yang, Y. B., Chang, K. C., & Yau, J. D. (2003). Base isolation. Earthquake Engineering Handbook.