FE modelling progressive collapse assessment of steel moment frames-parametric study

References

• AISC. 2010a. ANSI/AISC 360-10: An American National Standard – Specification for Structural Steel Building, American Institute of Steel Construction. Chicago, Illinois: One East Wacker Drive, Suite 700, 60601; June22.
   Google Scholar
• American Society of Civil Engineers. 2014. Seismic Evaluation and Retrofit of Existing Buildings –ASCE/SEI 41-13. Virginia, USA: ASCE.
   Google Scholar
• Anil, Kumar, Niranjan Muley, Pranesh Murnal, and Vasant Matsagar. 2021. “Progressive Collapse Potential of Steel Frames Sustaining Post-Hazard Support-Yielding.” Recent Advances in Computational Mechanics and Simulations. doi:10.1007/978-981-15-8138-0_5.
   Google Scholar
• ASCE standard ASCESEI 41-13. 2014. American Society of Civil Engineers Seismic Evaluation and Retrofit of Existing Buildings by American Society of Civil Engineers (z-lib.org).
   Google Scholar
• ASCESEI/ASCE7–05. 2005. Minimum Design Loads for Buildings and Other Structures. Washington, DC: American Society of Civil Engineers.
   Google Scholar
• Bae, S W, R A LaBoube, A Belarbi, and A. Ayoub. 2008. “Progressive Collapse of Cold- Formed Steel Framed Structures.” Thin-Walled Structures 46 (7): 706–719. doi:10.1016/j.tws.2008.01.041.
   Web of Science ®Google Scholar
• Brian, IS, and S. Halil. 2013. “Experimental and Analytical Progressive Collapse Assessment of a Steel Frame Building.” Engineering Structures 56: 664–672. doi:10.1016/j.engstruct.2013.05.050.
   Web of Science ®Google Scholar
• Brunesi, E., R. Nascimbene, F. Parisi, and N. Augenti. 2015. “Progressive Collapse Fragility of Reinforced Concrete Framed Structures through Incremental Dynamic Analysis, Eng.” Structures 104: 65–79.
   Web of Science ®Google Scholar
• David, S, L Dennis, F John, Y Jianqiao, and DT. Konstantinos. 2019. “An Evaluation of Modelling Approaches and Column Removal Time on Progressive Collapse of Building.” Journal of Constructional Steel Research 153: 243–253. doi:10.1016/j.jcsr.2018.07.019.
   Web of Science ®Google Scholar
• Ebrahimi, A. H., M. EbadiJamkhaneh, and M. Shokri Amiri. 2018. “3D finite-element Analysis of Steel Moment Frames Including Long Span Entrance by Strengthening Steel Cables and Diagonal Concentrically Braced Frames under Progressive Collapse.” Practice Periodical on Structural Design and Construction 23 (4): 04018025. doi:10.1061/(ASCE)SC.1943-5576.0000388.
   Web of Science ®Google Scholar
• Ellingwood, B R, R Smilowitz, D O Dusenberry, D Duthinh, H Lew, and N. Carino. 2007. Best Practices for Reducing the Potential for Progressive Collapse in Buildings. Gaithersburg, MD: US Department of Commerce. National Institute of Standards and Technology .
   Google Scholar
• Faghihmaleki, H., F. Nejati, S. Zarkandy, and H. Masoumi. 2017. “Evaluation of Progressive Collapse in Steel Moment Frame with Different Braces.” Jordan Journal of Civil Engineering 11 (2): 290–298.
   Web of Science ®Google Scholar
• Farshad, H R, M Y Amir, and R R. Hamid. 2015. “Effect of Span Length on Progressive Collapse Behavior of Steel Moment Resisting Frames.” Journal of Structures 3: 81–89. doi:10.1016/j.istruc.2015.03.004.
   Google Scholar
• FEMA403. 2002. World trade center building performance study:data Collection, Preliminary Observations and Recommendation. Report: FEMA 403. Washington, DC: Federal Emergency Management Agency (FEMA).
   Google Scholar
• Fu, F. 2009. “Progressive Collapse Analysis of high-rise Building with 3-Dfiniteelement Modeling Method.” Journal of Constructional Steel Research 65 (6): 1269–1278. doi:10.1016/j.jcsr.2009.02.001.
   Web of Science ®Google Scholar
• Fu, F. 2010. “3-D Nonlinear Dynamic Progressive Collapse Analysis of multi-story Steel Composite Frame buildings-parametric Study.” Engineering Structures 32 (12): 3974–3980. doi:10.1016/j.engstruct.2010.09.008.
   Web of Science ®Google Scholar
• GSA. 2003. Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects. Washington, DC: General Services Administration (GSA).
   Google Scholar
• Kim, H, J Kim, and DW. An. 2009. “Development of Integrated System for Progressive Collapse Analysis of Buildings Structures considering Dynamic Effects.” Advances in Engineering Software 40 (1): 1–8. doi:10.1016/j.advengsoft.2008.03.011.
   Web of Science ®Google Scholar
• Kim, H.-S., J. Kim, and D.-W. An. 2009. “Development of Integrated System for Progressive Collapse Analysis of Building Structures considering Dynamic Effects.” Advances in Engineering Software 40 (1): 1–8. doi:10.1016/j.advengsoft.2008.03.011.
   Web of Science ®Google Scholar
• Kim, J, and T. Kim. 2009. “Assessment of Progressive collapse-resisting Capacity of Steel Moment Frames.” Journal of Constructional Steel Research 65 (1): 169–179. doi:10.1016/j.jcsr.2008.03.020.
   Web of Science ®Google Scholar
• Kim, T, and J. Kim. 2009. “Collapse Analysis of Steel Moment Frames with Various Seismic Connections.” Journal of Constructional Steel Research 65 (6): 1316–1322. doi:10.1016/j.jcsr.2008.11.006.
   Web of Science ®Google Scholar
• Kim, J, and Y. Lee. 2010. “Progressive Collapse Resisting Capacity of tube-type Structures.” Structural Design of Tall and Special Buildings 19 (7): 761–777.
   Web of Science ®Google Scholar
• Kokot, S., A. Anthoine, P. Negro, and G. Solomos. 2012. “Static and Dynamic Analysis of a Reinforced Concrete Flat Slab Frame Building for Progressive Collapse, Eng.” Structures 40: 205–217.
   Web of Science ®Google Scholar
• Lew, H.S., J.A. Main, and S.D. Robert. 2013. “Performance of Steel Moment Connections under a Column Removal Scenario.” I: Experiments, Journal of Structural Engineering ASCE 139: 98–107.
   Web of Science ®Google Scholar
• Li, L, W Wang, Y Chen, and Y. Lu. 2013. “Experimental Investigation of beam-to-tubular Column Moment Connections under Column Removal Scenario.” Journal of Constructional Steel Research 88: 244–255. doi:10.1016/j.jcsr.2013.05.017.
   Web of Science ®Google Scholar
• Li, G.Q., L.L. Li, B.H. Jiang, and Y. Lu. 2018a. “Experimental Study on Progressive Collapse Resistance of Steel Frames under a Sudden Column Removal Scenario.” Journal of Constructional Steel Research 147: 1–15. doi:10.1016/j.jcsr.2018.03.023.
   Web of Science ®Google Scholar
• Li, L.L., G.Q. Li, B.H. Jiang, and Y. Lu. 2018b. “Analysis of Robustness of Steel Frames against Progressive Collapse.” Journal of Constructional Steel Research 143: 264–278. doi:10.1016/j.jcsr.2018.01.010.
   Web of Science ®Google Scholar
• Liu, C., K.H. Tan, and T.C. Fung. 2015. “Component-based Steel beam–column Connections Modelling for Dynamic Progressive Collapse Analysis.” Journal of Constructional Steel Research 107: 24–36. doi:10.1016/j.jcsr.2015.01.001.
   Web of Science ®Google Scholar
• Mageirou, G.E., and M.E. Lemonis. 2021 August. “Influence of Imperfections on the Progressive Collapse of Steel Moment Resisting Frames.” Journal of Constructional Steel Research 183: 106744. doi:10.1016/j.jcsr.2021.106744.
   Web of Science ®Google Scholar
• Marjanishvili, S M. 2004. “Progressive Analysis Procedure for Progressive Collapse.” Journal of Performance of Constructed Facilities 18 (2): 79–85. doi:10.1061/(ASCE)0887-3828(2004)18:2(79).
   Web of Science ®Google Scholar
• Mlakar Sr, P.F, Corley W.g, M.A. Sozen, and C.H. Thornton. 1998. “The Oklahoma City Bombing: Analysis of Blast Damage to the Murrah building.J.” Journal of Performance of Constructed Facilities 12 (3): 113–119. doi:10.1061/(ASCE)0887-3828(1998)12:3(113).
   Google Scholar
• Mohamed, Osama, and Rania Khattab. 2019. “Assessment of Progressive Collapse Resistance of Steel Structures with Moment Resisting Frames.” Buildings 9. 19: doi:10.3390/buildings9010019.
   Web of Science ®Google Scholar
• NBCC. 2005. National Buildings Code of Canada. Canada: National Research Council.
   Google Scholar
• NIST SP 1000-5. 2004. Progress Report on the Federal Building and Fire Safety Investigation of the World Trade Center. Gaithersburg, MD: National Institute of Standards and Technology.
   Google Scholar
• Pearson, C, and N. Delatte. 2005. “Ronan Point Apartment Tower Collapse and Its Effect on Building Codes.” Journal of Performance of Constructed Facilities 19 (2): 172–177. doi:10.1061/(ASCE)0887-3828(2005)19:2(172).
   Web of Science ®Google Scholar
• Powell, G ASCE. 2005. Progressive Collapse: Case studies Using Nonlinear Analysis Structures Congress 2005 . New York, NY: ASCE library. doi:10.1061/40753(171)216.
   Google Scholar
• Pujol, S., and J. Paul Smith-Pardo. 2009. “A New Perspective on the Effects of Abrupt Column Removal, Eng.” Structures 31 (4): 869–874.
   Web of Science ®Google Scholar
• Qian, K, and B. Li. 2012. “Dynamic Performance of RC beam-column Substructures under the Scenario of the Loss of a Corner column-experimental Result.” Engineering Structures 42: 154–167. doi:10.1016/j.engstruct.2012.04.016.
   Web of Science ®Google Scholar
• Salmasi, A. C., and M. R. Sheidaii. 2017. “Assessment of Eccentrically Braced Frames Strength against Progressive Collapse.” International Journal of Steel Structures 17 (2): 543–551. doi:10.1007/s13296-017-6014-8.
   Web of Science ®Google Scholar
• SAP2000. 2009. SAP2000 Advanced Structural AnalysisProgram. Version 12. Berkeley, CA, USA: Computers and Structures, Inc. (CSI).
   Google Scholar
• Talaat, M, and K H. Mosalam. 2009. “Modeling Progressive Collapse in Reinforced Concrete Buildings Using Direct Element Removal.” Earthquake Engineering and Structural Dynamics 38 (5): 609–634. doi:10.1002/eqe.898.
   Web of Science ®Google Scholar
• Tavakoli, H R. 2013. “Influence of Sudden Column Loss on Dynamic Response of Steel Moment Frames under Blast Loading.” IJE-Transactions B: Applications 26 (2): 197–205. doi:10.5829/idosi.ije.2013.26.02b.10.
   Google Scholar
• Tavakoli, H R, and F. Kiakojouri. 2013. “Numerical Study of Progressive Collapse in Framed Structures: A New Approach for Dynamic Column Removal.” IJE-Transactions A: Basics 26 (7): 685–692.
   Google Scholar
• Tavakoli, H R, and F. Kiakojouri. 2014. “Progressive Collapse of Framed Structures: Suggestions for Robustness Assessment.” Sci Iran, Trans A: Civil Engineering 21: 329–338.
   Web of Science ®Google Scholar
• Unified Facilities Criteria (UFC)-DoD. 2005. Design of Buildings to Resist Progressive Collapse. USA: Department of Defense.
   Google Scholar
• Usmani, A S, Y C Chung, and J L. Torero. 2003. “How did the WTC Towers Collapse: A new Theory.” Fire Safety Journal 38 (6): 501–533. doi:10.1016/S0379-7112(03)00069-9.
   Web of Science ®Google Scholar
• Wang, W, C Fang, X Qin, Y Chen, and L. Li. 2016. “Performance of Practical beam-to-SHS Column Connections against Progressive Collapse.” Engineering Structures 106: 332–347. doi:10.1016/j.engstruct.2015.10.040.
   Web of Science ®Google Scholar
• Wang, W, L Li, D Chena, and T. Xua. 2018. “Progressive Collapse Behavior of Extended Endplate Connection to Square Hollow Column via Blind Hollo-Boltsd.” Thin Walled Structures 131: 681–694. doi:10.1016/j.tws.2018.07.043.
   Web of Science ®Google Scholar
• Zhu, Y.F., C.H. Chen, Y. Yao, L.M. Keer, and Y. Huang. 2018. “Dynamic Increase Factor for Progressive Collapse Analysis of semi-rigid Steel Frames, Steel Compos.” Structures 28: 209–221.
   Web of Science ®Google Scholar