Progressive collapse is a catastrophic partial or total failure of a structure that mostly occurs when a structure loses a primary component like a column. Some international standards have started to consider progressive collapse resistance in various approaches. In this study, the ‘Unified Facilities Criterion’ guidelines were used in assessing the structure; these guidelines represent one of the codes that discuss progressive collapse using sophisticated approaches. Three-dimensional nonlinear dynamic analyses using the ‘Applied Element Method’ were performed for a structure that lost a column during a seismic action. A parametric study was made to investigate the effect of different parameters on progressive collapse. In this study, a primary structural component was assumed lost during an earthquake. The studied parameters were the location of the removed column in plan, the level of the removed column, the case of loading, and the consideration of the slabs. For the study cases, it was concluded that the buildings designed according to the Egyptian code satisfies the progressive collapse requirements stated by ‘Unified Facilities Criteria’ (UFC) guidelines requirements with a safety factor of 1.97. Also, it was found that losing a column during a seismic action is more critical for progressive collapse than under gravity load. Finally, this study elaborated the importance of considering the slab in progressive collapse analysis of multistory buildings in order to include the significant catenary action developed by the slabs.
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ASCE/SEI 41-06 (2006). Seismic rehabilitation of existing buildings, American Society of Civil Engineers.
ASCE/SEI 7-05 (2005). Minimum design loads for buildings and other structures, American Society of Civil Engineers
Bathe, K. (1982). Solution of equilibrium equations in dynamic analysis, Englewoods Cliffs, NJ. Prentice Hall.
Chopra, A. (1995). Dynamics of structures: Theory and applications to earthquake engineering, Englewoods Cliffs, NJ. Prentice Hall.
EC (2007). The egyptian code for design and construction of reinforced concrete structures, Cairo, Egypt.
ELS (2014). Extreme Loading for Structures, Available from: www.appliedscienceint.com. [Accessed May].
Galal, K. and El-Sawy, T. (2010). “Effect of retrofit strategies on mitigating progressive collapse of steel frame structures.” J. Construct Steel Res, Vol. 66, No. 4, pp. 520–31, DOI: 10.1016/j.jcsr.2009.12.003.
Helmy, H., Salem, H., and Tageldin, H. (2009). Numerical simulation of charlotte coliseum demolition using the applied element method, USNCCM-10 conference-Ohio-USA.
Helmy, H., Salem, H., and Mourad, S. (2012). “Progressive collapse assessment of framed reinforced concrete structures according to ufc guidelines for alternative path method.” Engineering Structures, Vol. 42, pp. 127–141, DOI: 10.1016/j.engstruct.2012.03.058.
Maekawa, K. and Okamura, H. (1983). “The deformational behavior and constitutive equation of concrete using the elasto-plastic and fracture model.” J. Faculty Eng. Univ. Tokyo (B), Vol. 37, No. 2, pp. 253–328.
Park, H., Suk, C., and Kim, S. (2009). “Collapse modeling of model RC structures using the applied element method.” J. Korean Soc. Roc. Mech. Tunnel Undergr Space, Vol. 19, No. 1, pp. 43–51.
Ristic, D., Yamada, Y., and Iemura, H. (1986). Stress–strain based modeling of hysteretic structures under earthquake induced bending and varying axial loads, Research report No. 86-ST-01, School of Civil Engineering, Kyoto University, Kyoto, Japan.
Salem, H., El-Fouly, A., and Tagel-Din, H. (2011). “Toward an economic design of reinforced concrete structures against progressive collapse.” Eng. Struct., Vol. 33, No. 33, pp. 3341–3350, DOI: 10.1016/j.engstruct.2011.06.020.
Salem, H. (2011). “Computer-aided design of framed reinforced concrete structures subjected to flood scouring.” Journal of American Science, Vol. 7, No. 10, pp. 191–200. [www.jofamericanscience.org/journals/am-sci/am0710/].
Sasani, M. and Sagiroglu, S. (2008). “Progressive collapse resistance of hotel San Diego.” J. Struct. Eng., Vol. 134, No. 3, pp. 478–88, DOI: 10.1061/(ASCE)0733-9445(2008)134:3(478).
Sasani, M. (2008). “Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns.” Eng. Struct., Vol. 30, pp. 2478–2491, DOI: 10.1016/j.engstruct.2008.01.019. Simqke_GR. v.2.7. Available from: http://dicata.ing.unibs.it/gelfi/software/simqke/simqke_gr.htm [Accessed May, 2014].
Tagel-Din, H. and Meguro, K. (2000). “Applied element method for dynamic large deformations analysis of structures.” Struct. Eng. Earthquake Eng. Int. J. Jpn. Soc. Civil Eng. (JSCE), Vol. 17, No. 2, pp. 215s–24s, [http://library.jsce.or.jp/jsce/open/00037/2000/661-0001.pdf].
Tagel-Din, H. and Rahman, N. (2004). “Extreme loading: Breaks through finite element barriers.” Struct Eng., Vol. 5, No. 6, pp. 32–40.
UFC, 4-023-03 (2009). Unified Facilities Criteria, Department of Defense, Design of buildings to resist progressive collapse, USA.
Wibowo, H., Reshotkina, S., and Lau, D. (2009). Modelling progressive collapse of RC bridges during earthquakes, CSCE annual general conference. GC-176-1-11.
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Elshaer, A., Mostafa, H. & Salem, H. Progressive collapse assessment of multistory reinforced concrete structures subjected to seismic actions. KSCE J Civ Eng 21, 184–194 (2017). https://doi.org/10.1007/s12205-016-0493-6
- progressive collapse
- seismic loads
- applied elements
- catenary action