Assessment of Progressive Collapse Behaviour of Moment Frames Strengthened with Knee Elements

Allen, D. E., & Schriever, W. R. (1972). Progressive collapse abnormal loads and building codes. Ottawa: Division of Building Research, National Research Council.

American Institute of Steel Construction (AISC). (2016a). Seismic provisions for structural steel buildings. ANSI/AISC 341, Chicago, IL.

American Institute of Steel Construction (AISC). (2016b). Specification for structural steel buildings. ANSI/AISC 360-16, Chicago, IL.

American Society of Civil Engineers (ASCE). (2013). Seismic evaluation and retrofit of existing buildings. ASCE /SEI 41-13 New York, USA.

American Society of Civil Engineers (ASCE). (2016). Minimum design loads for buildings and other structures. ASCE7-16, New York.

Ch-Salmasi, A., & Sheidaii, M. R. (2017). Assessment of eccentrically braced frames strength against progressive collapse. International Journal of Steel Structures, 17(2), 543–551.

Ellingwood, B. R. (2006). Mitigating risk from abnormal loads and progressive collapse. Journal of Performance Construction Facility, 20(4), 315–323.

Guo, L., Gao, S., Fu, F., & Wang, Y. (2013). Experimental study and numerical analysis of progressive collapse resistance of composite frames. Journal of Constructional Steel Research, 89(1), 236–251.

Hosseini-Hashemi, B., & Alirezaei, M. (2016). Eccentrically knee bracing: Improvement in seismic design and behavior of steel frames. Journal of Seismology and Earthquake Engineering, 18(3), 149–156.

Hsu, H.-L., & Li, Z.-C. (2015). Seismic performance of steel frames with controlled buckling mechanisms in knee braces. Journal of Constructional Steel Research, 107(1), 50–60.

International Building Code (IBC). (2012). International Code Council, ICC, USA.

Kazemi-Moghaddam, A., & Sasani, M. (2015). Progressive collapse evaluation of Murrah Federal Building following sudden loss of column G20. Engineering Structures, 89, 162–171.

Khandelwal, K., El-Tawil, S., & Sadek, F. (2009). Progressive collapse analysis of seismically designed steel braced frames. Journal of Constructional Steel Research, 65(3), 699–708.

Kim, J., & An, D. (2009). Evaluation of progressive collapse potential of steel moment frames considering catenary action. Structural Design of Tall and Special Buildings, 18(4), 455–465.

Kim, J., & Kim, T. (2009). Assessment of progressive collapse resisting capacity of steel moment frames. Journal of Constructional Steel Research, 65(1), 169–179.

Kim, J., & Lee, Y. (2010). Progressive collapse resisting capacity of tube-type structures. The Structural Design of Tall and Special Buildings, 19(1), 761–777.

Kim, J., Lee, Y., & Choi, H. (2011a). Progressive collapse resisting capacity of brace frames. The Structural Design of Tall and Special Buildings, 20(1), 257–270.

Kim, J., Park, J. H., & Lee, T. H. (2011b). Sensitivity analysis of steel buildings subjected to column loss. Engineering Structures, 33(2), 421–432.

Leelataviwat, S., Suksan, B., Srechai, J., & Warnitchai, P. (2011). Seismic design and behavior of ductile knee-braced moment frame. Journal of Structural Engineering, 137(5), 579–588.

Liu, M., & Pirmoz, A. (2016). Energy-based pulldown analysis for assessing the progressive collapse potential of steel frame buildings. Engineering Structures, 123(1), 372–378.

Nobahar, E., Farahi, M., & Mofid, M. (2016). Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames. Journal of Constructional Steel Research, 124(1), 132–141.

The U.S. General Service Administration (GSA). (2005). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, D.C.

Unified facility criteria (UFC). (2016). Design of building to resist progressive collapse. Washington, D.C.: Department of Defence (DOD).