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Developing a Plastic Hinge Model for RC Beams Prone to Progressive Collapse


Developing a Plastic Hinge Model for RC Beams Prone to Progressive Collapse

Rouhani, Farzad (2015) Developing a Plastic Hinge Model for RC Beams Prone to Progressive Collapse. Masters thesis, Concordia University.

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The US General Service Administration (GSA) 2013 Guidelines specify the procedures and the minimum requirements for the design and evaluation of the new and existing buildings against progressive collapse due to an instantaneous removal of vertical load bearing elements (i.e., columns). The objective of this study is to assess the modeling parameters for reinforced concrete (RC) beams specified in the GSA 2013. Three types of RC buildings located in high, moderate and low seismic zones in Canada are designed according to the 2010 edition of the National Building Code of Canada. They were designed to have ductile, moderately ductile, and conventional seismic force resisting system (SFRS). In total, 27 three-dimensional finite element models are developed using ABAQUS by considering the design variables, such as span length, depth of the section, and the reinforcement ratio. Nonlinear pushdown analyses are conducted by increasing the vertical displacement at the location where the column is removed. The bending moment at the critical section of the beams is monitored throughout the analysis. Based on the analysis results, moment-rotation curve for beam for each type of the building is proposed. In addition, it is found out in the study that the detailing of the seismic design has significant effect on the progressive collapse resistance.

Divisions:Concordia University > Gina Cody School of Engineering and Computer Science > Building, Civil and Environmental Engineering
Item Type:Thesis (Masters)
Authors:Rouhani, Farzad
Institution:Concordia University
Degree Name:M.A. Sc.
Program:Civil Engineering
Date:24 November 2015
Thesis Supervisor(s):Lin, Lan and Galal, Khaled
Keywords:Progressive Collapse , Nonlinear push-down analysis , ABAQUS , Finite element, RC beams , Plastic hinges
ID Code:980704
Deposited On:15 Jun 2016 14:25
Last Modified:18 Jan 2018 17:51


ABAQUS 6.11. 2011. Analysis User’s Manual. Simulia.
ACI. 2011. ACI Committee. Building code requirements for structural concrete and commentary (318-11), Washington, D.C.
Ahmed, A. 2014. Modeling of a reinforced concrete beam subjected to impact vibration using ABAQUS. International Journal Of Civil And Structural Engineering. Vol. 4, Issue 3, 227-236.
ASCE/SEI 41-13. 2014. Sesimic evaluation and retrofit of existing building. American Society of Civil Engineers, Reston, VA.
Astaneh-Asl, A. 2001. Progressive collapse resistance of steel building floors. American Institute of Steel Construction. UCB/CEE-Steel-2001/03.
Astbury, N. F. 1969. Brickwork and gas explosions. The British Ceramic Research Association. Technical note No. 146.
Bennett, R. M. 1988. Formulations for probability of progressive Collapse. Structural Safety. Vol. 5, Issue 1, 67-77.
Breen, J. E. 1975. Progressive collapse of building structures. Workshop held at the University of Texas at Austin, Austin, TX.
Burnett, E. F. P. 1974. Abnormal loadings and the safety of buildings. Center for Building Technology. Institute for Applied Technology, National Bureau of Standards, Washington, D.C.
Burnett, E. F.P. 1973. residential buildings and gas-related explosions. Center for Building Technology. Institute for Applied Technology, National Bureau of Standards, Washington, D.C.
Casciati, F., and Faravelli, L. 1984. Progressive failure for seismic reliability analysis. Engineering Structures, Vol. 6, Issue 2, 97-103.
CEB-FIP. 1991. Comité Euro-International du Béton. Thomas Telford, Lausanne, Switzerland.
CSA. 2014. Design of concrete structures. Standard CAN/CSA-A23.3-14, Canadian Standard Association, Mississauge, Ont.
Deng, S., Qie, Z., and Wang, L. 2015. Nonlinear analysis of reinforced concrete Beam bending failure experimentation based on ABAQUS. First International Conference on Information Sciences, Machinery, Materials and Energy, ISSN: 1951-6851.
Dusenberry, D. O. 2002. Review of existing guidelines and provisions related to progressive collapse. Workshop on Prevention of Progressive Collapse, National Institute of Building Sciences (NIST), Rosemont, IL.
FEMA 403. 2002. World trade center building performance study. Federal Emergency Management Agency, New York.
Ferahian, R. H. 1971. Design against progressive collapse. National Research Council of Canada, Division of Building Research, Ottawa, Ont.
Grierson, D. E., Safi, M., Xu, L., and Liu, Y. 2005. Simplified methods for progressive-collapse analysis of buildings. Proceedings of ASCE 2005 Structures Congress. New York, NY. pp.8.
Gross, J. L., and McGuire, W., 1983. Progressive Collapse Resistant Design. Journal of Structural Engineering, Vol. 109, Issue 1, 1-15.
GSA. 2003. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. U.S. General Service Administration, Washington, D.C.
GSA. 2013. Alternate path analysis and design guidelines for progressive collapse resistance. U.S. General Service Administration, Washington, D.C.
Heger, F. J. 2006. L'Ambiance Plazza. Retrieved from (www.engineering.com).
IBC. 2015. International Building Code. International Code Council (INC.), Country Club Hills, IL.
ISC. 2013. The Risk Management Process for Federal Facilities. Interagency Security Committee Standard, Washington, D.C.
Izzuddin, B. A., Vlassis, A. G., Elghazouli, A. Y., Nethercot, D. A., 2008. Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework. Journal of the Institution of Structural Engineers, Vol. 30, Issue 5, 1308-1318.
Kaewkulchai, G., Williamson, E. B., 2004. Beam element formulation and solution procedure for dynamic progressive collapse analysis. Journal of Computers & Structures, Vol. 82, Issues 7–8, pp. 639-651.
Kent, D., and Park, R. 1971. Flexural members with confined concrete. Journal of the Structural Division, American Society of Civil Engineers, Vol. 97, Issue 7, 1969-1990.
Kim, J., and Park, J. 2008. Design of steel moment frames considering progressive collapse. Steel and Composite Structures, Vol. 8, Issue 1, 85-98.
Kim, T., Kim, J., and Park, J. 2008. Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis. Journal of Performance of Constructed Facilities, Vol. 23, Issue 5, 327-335.
Lim, J. 2004. Progressive collapse analyses of steel framed moment resisting structures. Ph.D. thesis, Collage of Engineering, The Pennsylvania State University, PA.
Lin, L., Naumoski, N., Saatcioglu, M., and Foo, S. 2011. Assessment of the vulnerability of buildings to progressive collapse due to blast loads. Proceedings of the 2011 Canadian Society for Civil Engineering General Conference, Ottawa, Ont., pp. 10.
Liu, J., Tian, Y., Orton, S. L., and Said, A. M. 2015. Resistance of flat-plate buildings against progressive collapse. I: Modeling of slab-column connections. Journal of Structural Engineering, 04015053.
Livingston, E., Sasani, M., Bazan, M., and Sagiroglu, S. 2015. Progressive collapse resistance of RC beams. Journal of Engineering Structures, Vol. 95, 61-70.
Mainstone, R. J. 1973. The hazard of internal blast in buildings. Building Research Establishment Current Paper, Report No. 81, Building Research Station, Garston, Watford.
Mirvalad, S. J. 2013. Robustness and retrofit strategies for seismically-designed multistory steel frame buildings prone to progressive collapse. M.A.Sc. thesis, Department of Building, Civil and Environmental Engineering, Concordia University, Montreal, QC.
Mlakar, P. F. 2003. The Pentagon building performance report. American Society of Civil Engineers, ISBN 0-7844-0638-3, Reston, VA.
Mlakar, P., Dusenberry, D., Harris, J., Haynes, G., Phan, L., and Sozen, M. 2003. Findings and recommendations from pentagon crash. Third Forensic Engineering Congress. American Society of Civil Engineers, San Diego, CA.
Monsted, J. M. 1979. Buildingssusceptible to progressive collapse. International Journal for Housing Science and Its Application, Vol. 3, No.1, 55-67.
Murtha‐Smith, E. 1988. Alternate path analysis of space trusses for progressive collapse. Journal of Structural Engineering, Vol. 114, Issue 9, 1978-1999.
National Academy of Science. 1995. Protecting buildings from bomb damage. National Academy Press, Washington, D.C.
NBCC. 2010. National Building Code of Canada 2010. Institute for Research in Concstruction, National Research Council of Canada, Ottawa, Ont.
NISTIR 7396. 2007. Best practices for reducing the potential for progressive collapse in buildings. National Institute of Standards and Technology, U.S. Department of Commerce.
Orton, S. L. 2007. Development of a CFRP system to provide continuity in existing reinforced concrete buildings vulnerable to progressive collapse. Ph.D. thesis, Faculty of the Graduate school, The University of Texas at Austin, Austin, TX.
Pearson, C., and Delatte, N. 2005. Ronan Point apartment tower collapse and its effect on building codes. Journal of Performance of Constructed Facilities, Vol. 19, Issue 2, 172-177
Pekau, O. A. 1982. Structural integrity of precast panel shear walls. Canadian Journal of Civil Engineering, Vol.9, No.1, 13-24.
Popoff, A. J. 1975. Design against progressive collapse. PCI Journal, Vol. 20, Issue 2, 44-57.
Pretlove, A. J., Ramsden, M., Atkins, A. G., 1991. Dynamic effects in progressive failure of structures. International Journal of Impact Engineering, Vol. 11, Issue 4, 539-546.
Qian, K., and Li, B. 2013. Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario, Vol. 139, Issue 4, 584-594.
Sasani, M., and Kropelnicki, J. 2008. Progressive collapse analysis of an RC structure. The Structural Desing of Tall and Special Buildings, Vol. 17, Issue 4, 757-771.
Shankar, R. 2004. Progressive collapse basics. American Institute of Steel Construction Inc., (www.aisc.org).
Sinaei, H., Shariati, M., Abna, A., Aghaei, M., and Shariati, A. 2012. Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS. Scientific Research and Essays, Vol. 7, Issue 21, 2002-2009.
Smilowitz, R., Hapij, A., and Smilow, J. 2002. Bankers Trust Building. World Trade Center Building Performance Study, Federal Emergency Management Agency, New York.
Tran, C., and Li, B. 2015. Experimental studies on the backbone curves of reinforced concrete column with light transverse reinforcement. Journal of Performance of Constructed Facilities, Vol. 29, Issue 5, 04014126(1)-(11).
U.S. Department of Defense. 2013. Unified facilities criteria (UFC) - Design of buildings to resist progressive collapse, UFC 4-023-03. U.S. Department of Defense, Washington, D.C.
Valipour, H. R., and Foster, S. J. 2010. Finite element modelling of reinforced concrete framed structures including catenary action. Computers and Structures, Vol.88, Issues 9-10, 529-538.
Webster, F. A. 1980. Reliability of multistory slab structures against progressive collapse during construction. Journal of The American Concrete Institute, Vol. 77, Issue. 6, 449-457.
Xiao, Y., Kunnath, S., Li, F. W., Zhao, Y. B., Lew, H. S., and Bao, Y. 2015. Collapse test of three-story half-scale reinforced concrete frame building. ACI Stuctiral Journal, Vol. 112, Issue 4, 429-438.
Yagob, O., Galal, K., and Naumoski, N. 2009. Progressive collapse of reinforced concrete structures. Journal of Structural Engineering and Mechanics, Vol. 32, Issue 6, 771-786.
Yu, J., and Tan, K.H. 2013. Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages. Engineering Structures, Vol. 55, 90-106.
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