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Erschienen in: International Journal of Steel Structures 2/2019

03.08.2018

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

verfasst von: Peiman Rezazadeh, Mohammad R. Sheidaii, Alireza Salmasi

Erschienen in: International Journal of Steel Structures | Ausgabe 2/2019

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Abstract

Knee element can be used in junction of beam and column elements for strengthening steel moment frames against progressive collapse. Two different types of knee elements, namely strong and weak knee elements have been used to strengthen the frames. Strong knee element has been designed in a way that it prevents the occurrence of plastic hinge on knee element before beam element. But in weak knee elements, formation of plastic hinge on knee element will be prior to formation of the plastic hinge on the beam element. The nonlinear static alternate path analysis in accordance with the UFC guideline has been used to determine the resistance of structures against progressive collapse. The results indicate the priority of strong knee elements compared to weak knee elements in strengthening the structure against progressive collapse. Installing strong knee element reduces the effective length of beams and columns and changes the direction of flow of forces from the beam–column connection to out of the knees area and changes the position for the formation of plastic hinges. Eventually, the installation of strong knee elements will increase stiffness and structural strength and result in better behaviour against progressive collapse.

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Literatur
Zurück zum Zitat Allen, D. E., & Schriever, W. R. (1972). Progressive collapse abnormal loads and building codes. Ottawa: Division of Building Research, National Research Council. Allen, D. E., & Schriever, W. R. (1972). Progressive collapse abnormal loads and building codes. Ottawa: Division of Building Research, National Research Council.
Zurück zum Zitat American Institute of Steel Construction (AISC). (2016a). Seismic provisions for structural steel buildings. ANSI/AISC 341, Chicago, IL. American Institute of Steel Construction (AISC). (2016a). Seismic provisions for structural steel buildings. ANSI/AISC 341, Chicago, IL.
Zurück zum Zitat American Institute of Steel Construction (AISC). (2016b). Specification for structural steel buildings. ANSI/AISC 360-16, Chicago, IL. American Institute of Steel Construction (AISC). (2016b). Specification for structural steel buildings. ANSI/AISC 360-16, Chicago, IL.
Zurück zum Zitat 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). (2013). Seismic evaluation and retrofit of existing buildings. ASCE /SEI 41-13 New York, USA.
Zurück zum Zitat American Society of Civil Engineers (ASCE). (2016). Minimum design loads for buildings and other structures. ASCE7-16, New York. American Society of Civil Engineers (ASCE). (2016). Minimum design loads for buildings and other structures. ASCE7-16, New York.
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat Ellingwood, B. R. (2006). Mitigating risk from abnormal loads and progressive collapse. Journal of Performance Construction Facility, 20(4), 315–323.CrossRef Ellingwood, B. R. (2006). Mitigating risk from abnormal loads and progressive collapse. Journal of Performance Construction Facility, 20(4), 315–323.CrossRef
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat 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. 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.
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat International Building Code (IBC). (2012). International Code Council, ICC, USA. International Building Code (IBC). (2012). International Code Council, ICC, USA.
Zurück zum Zitat Kazemi-Moghaddam, A., & Sasani, M. (2015). Progressive collapse evaluation of Murrah Federal Building following sudden loss of column G20. Engineering Structures, 89, 162–171.CrossRef Kazemi-Moghaddam, A., & Sasani, M. (2015). Progressive collapse evaluation of Murrah Federal Building following sudden loss of column G20. Engineering Structures, 89, 162–171.CrossRef
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat Kim, J., & Kim, T. (2009). Assessment of progressive collapse resisting capacity of steel moment frames. Journal of Constructional Steel Research, 65(1), 169–179.CrossRef Kim, J., & Kim, T. (2009). Assessment of progressive collapse resisting capacity of steel moment frames. Journal of Constructional Steel Research, 65(1), 169–179.CrossRef
Zurück zum Zitat 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. (2010). Progressive collapse resisting capacity of tube-type structures. The Structural Design of Tall and Special Buildings, 19(1), 761–777.
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat Kim, J., Park, J. H., & Lee, T. H. (2011b). Sensitivity analysis of steel buildings subjected to column loss. Engineering Structures, 33(2), 421–432.CrossRef Kim, J., Park, J. H., & Lee, T. H. (2011b). Sensitivity analysis of steel buildings subjected to column loss. Engineering Structures, 33(2), 421–432.CrossRef
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat 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.CrossRef 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.CrossRef
Zurück zum Zitat 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. 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.
Zurück zum Zitat Unified facility criteria (UFC). (2016). Design of building to resist progressive collapse. Washington, D.C.: Department of Defence (DOD). Unified facility criteria (UFC). (2016). Design of building to resist progressive collapse. Washington, D.C.: Department of Defence (DOD).
Metadaten
Titel
Assessment of Progressive Collapse Behaviour of Moment Frames Strengthened with Knee Elements
verfasst von
Peiman Rezazadeh
Mohammad R. Sheidaii
Alireza Salmasi
Publikationsdatum
03.08.2018
Verlag
Korean Society of Steel Construction
Erschienen in
International Journal of Steel Structures / Ausgabe 2/2019
Print ISSN: 1598-2351
Elektronische ISSN: 2093-6311
DOI
https://doi.org/10.1007/s13296-018-0136-5

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