How to cite this paper
Akbarinia, F., Adinehfar, Y., Davashi, H., Jalili, D., Beiranvand, P & Hosseini, M. (2018). Investigating the effect of column removal on progressive collapse of buildings designed by buckling restrained braced and bending frames.Engineering Solid Mechanics, 6(1), 83-88.
Refrences
Chen, Z. Y., Ge, H. B., & Usami, T. (2008). Analysis and design of steel bridge structures with energy absorption members. International Journal of Advanced Steel Construction, 4(3), 173-183.
Clark, P., Aiken, I., Kasai, K., Ko, E., & Kimura, I. (1999, October). Design procedures for buildings incorporating hysteretic damping devices. In Proceedings 68th annual convention (pp. 355-371).
Council, B. S. S. (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Report FEMA-356, Washington, DC.
Crawford, J. E. (2002, July). Retrofit methods to mitigate progressive collapse. In The Multihazard Mitigation Council of the National Institute of Building Sciences, Report on the July 2002 National Workshop and Recommendations for Future Effort.
Crowder, B., Stevens, D. J., & Marchand, K. A. (2004). Design of buildings to resist progressive collapse. In Virginia Society of Professional Engineers Tidewater Chapter & DoD Security Engineering Working Group, Short course proceedings of Security Engineering Workshop.
GSA, U. (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC.
Hosseini, M., Beiranvand, P., Dadgar, M. R., & Zarei, M. (2016). The effect of column location and bracing on progressive collapse of steel structures. Electronic Journal of Structural Engineering, 16, 1.
Izzuddin, B. A., Vlassis, A. G., Elghazouli, A. Y., & Nethercot, D. A. (2007). Assessment of progressive collapse in multi-storey buildings.
JIUN-WEI, L. A. I. (2004). Research and Application of Buckling Restrained Braces in Taiwan.
Kim, J., & Kim, T. (2009). Assessment of progressive collapse-resisting capacity of steel moment frames. Journal of Constructional Steel Research, 65(1), 169-179.
Luo, X. Q., Ge, H. B., & Usami, T. (2010). Dynamic numerical simulation of steel frame-typed piers installed with SMA damping devices based on multi-linear one dimensional constitutive model. Advanced Steel Construction, 6(2), 722-741.
SAP2000 Advanced 14.1.0 (1995). Structural Analysis Program. Computer and Structure. Inc. (CSI), University Berkeley, CA.
Uang, C. M., Nakashima, M., & Tsai, K. C. (2004). Research and application of buckling-restrained braced frames. International Journal of Steel Structures, 4(4), 301-313.
Xie, Q. (2005). State of the art of buckling-restrained braces in Asia. Journal of constructional steel research, 61(6), 727-748.
Clark, P., Aiken, I., Kasai, K., Ko, E., & Kimura, I. (1999, October). Design procedures for buildings incorporating hysteretic damping devices. In Proceedings 68th annual convention (pp. 355-371).
Council, B. S. S. (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Report FEMA-356, Washington, DC.
Crawford, J. E. (2002, July). Retrofit methods to mitigate progressive collapse. In The Multihazard Mitigation Council of the National Institute of Building Sciences, Report on the July 2002 National Workshop and Recommendations for Future Effort.
Crowder, B., Stevens, D. J., & Marchand, K. A. (2004). Design of buildings to resist progressive collapse. In Virginia Society of Professional Engineers Tidewater Chapter & DoD Security Engineering Working Group, Short course proceedings of Security Engineering Workshop.
GSA, U. (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC.
Hosseini, M., Beiranvand, P., Dadgar, M. R., & Zarei, M. (2016). The effect of column location and bracing on progressive collapse of steel structures. Electronic Journal of Structural Engineering, 16, 1.
Izzuddin, B. A., Vlassis, A. G., Elghazouli, A. Y., & Nethercot, D. A. (2007). Assessment of progressive collapse in multi-storey buildings.
JIUN-WEI, L. A. I. (2004). Research and Application of Buckling Restrained Braces in Taiwan.
Kim, J., & Kim, T. (2009). Assessment of progressive collapse-resisting capacity of steel moment frames. Journal of Constructional Steel Research, 65(1), 169-179.
Luo, X. Q., Ge, H. B., & Usami, T. (2010). Dynamic numerical simulation of steel frame-typed piers installed with SMA damping devices based on multi-linear one dimensional constitutive model. Advanced Steel Construction, 6(2), 722-741.
SAP2000 Advanced 14.1.0 (1995). Structural Analysis Program. Computer and Structure. Inc. (CSI), University Berkeley, CA.
Uang, C. M., Nakashima, M., & Tsai, K. C. (2004). Research and application of buckling-restrained braced frames. International Journal of Steel Structures, 4(4), 301-313.
Xie, Q. (2005). State of the art of buckling-restrained braces in Asia. Journal of constructional steel research, 61(6), 727-748.