Progressive Collapse Analysis of Reinforced Concrete Structures: A Simplified Procedure
##plugins.themes.bootstrap3.article.main##
In this paper, a simplified analysis procedure to calculate the column removed point displacement at progressive collapse analysis of reinforced concrete structures is proposed. The energy absorption capacity under the column missing event is used for formulations. The approximate method is simple to utilize, user friendly, yet accurate. For progressive collapse analysis of structures, linear static analysis, nonlinear static analysis, linear dynamic analysis and nonlinear dynamic analysis can be performed. In this paper, the nonlinear static analysis from alternate load path method is used and the reason of initial local collapse has not been considered. In fact, an energy-based method by using load-displacement curve of RC frame and considering the effect of floor slab for the progressive collapse analysis is considered. The accuracy of the proposed method is demonstrated by comparing the results to three experimental and analytical results. Finally, the effects of the spans length, sections dimensions, material properties and the beams reinforcements of column removed spans on substructure behavior is studied, as well.
Downloads
References
-
General Service Administration (GSA), (2013), "Alternate path analysis & design guidelines for progressive collapse resistance", Washington, DC.
Google Scholar
1
-
Department of Defense (DoD), (2009), "Design of Buildings to Resist Progressive Collapse", Unified Facilities Criteria (UFC) 4-023-03, pp. 176
Google Scholar
2
-
Abruzzo, J., Matta, A., Panariello, G., (2006), "Study of mitigation strategies for progressive collapse of reinforced concrete commercial building", Journal of Performance of Constructed Facilities, 20(4), pp. 384-390.
Google Scholar
3
-
Yi, W.J., He, Q.F., Xiao, Y., Kunnath, S.K., (2008), "Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures", ACI Struct. J., 105(4), pp. 433-439.
Google Scholar
4
-
Saadat, A., Aly Said, Ying Tian, (2008),"Overview of Progressive Collapse Analysis", American Society of Civil Engineers, International Committee, Los Angeles Sectıon, 5thInternational Engineering and Construction Conference.
Google Scholar
5
-
Sasani, M., Sagiroglu, S., (2008), "Progressive Collapse of Reinforced Concrete Structures: A Multihazard Perspective", ACI Structural Journal, 105(1).
Google Scholar
6
-
Su, Y.P., Tian, Y., Song, X.S., (2009), "Progressive collapse resistance of axially restrained frame beams", ACI Struct. J., 106(5), pp. 600-607.
Google Scholar
7
-
Masoero, E., Wittel, F. K., Herrmann, H. J., & Chiaia, B. M. (2010). Progressive collapse mechanisms of brittle and ductile framed structures. Journal of engineering mechanics, 136(8), 987-995.
Google Scholar
8
-
Iribarren, B., S., Berke, P., Bouillard, Ph., Vantomme, J., Massart, T. J., (2011), "Investigation of the influence of design and material parameters in the progressive collapse analysis of RC structures", Engineering Structures, 33, 2805-20.
Google Scholar
9
-
Kai, Q., Li, B., (2012), "Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner Column-Experimental results", Engineering Structure, 42, pp. 154-67.
Google Scholar
10
-
Parisi, F., Augenti, N., (2012), "Influence of seismic design criteria on blast resistance of RC framed buildings: A case study", Engineering Structures, 44, 78-93.
Google Scholar
11
-
Qian, K., Li, B., (2013), "Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario", J. Struct. Eng., 10.1061/ (ASCE) ST.1943-541X.0000630, pp. 584-594.
Google Scholar
12
-
Helmy, H., Salem, H., Mourad Sherif., (2013), "Computer-Aided Assessment of Progressive Collapse of Reinforced Concrete Structures, according to GSA Code", J. Perform. Constr. Facil, ASCE / 529
Google Scholar
13
-
Tsai, M.H., Chang Y.T., (2014), "Collapse-resistant performance of RC beam–column sub-assemblages with varied section depth and stirrup spacing", The structural design of tall and special buildings struct. Design tall spec, build.
Google Scholar
14
-
Naji, A. (2016). Modelling the catenary effect in the progressive collapse analysis of concrete structures. Structural Concrete, 17(2), 145-151.
Google Scholar
15
-
Naji, A. (2017). Plastic Limit Analysis of Truss Structures Subjected to Progressive Collapse. European Journal of Engineering Research and Science, 2(9), 31-35.
Google Scholar
16
-
Dusenberry, D. O., & Hamburger, R. O. (2006). Practical means for energy-based analyses of disproportionate collapse potential. Journal of Performance of Constructed Facilities, 20(4), 336-348.
Google Scholar
17
-
Xu, G., & Ellingwood, B. R. (2011). An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential. Journal of Constructional Steel Research, 67(3), 547-555, DOI: 10.1007/s13296-012-4008-0.
Google Scholar
18
-
Naji, A., Irani, F., (2012), "Progressive Collapse Analysis of Steel Frames: Simplified Procedure and Explicit Expression for Dynamic Increase Factor". International Journal of Steel Structures. 12(4), pp. 537-549.
Google Scholar
19
-
Jian, H., Zheng, Y., (2014), "Simplified Models of Progressive Collapse Response and Progressive Collapse-Resisting Capacity Curve of RC Beam-Column Substructures", J. Perform. Constr. Facil, 28, ASCE.
Google Scholar
20
-
Lee, C.H., Kim, S., Han, K.H., Lee, K., (2009), "Simplified nonlinear progressive collapse analysis of welded steel moment frames", J. Constr. Steel Res., 65(5), pp. 1130-1137.
Google Scholar
21
-
Kim, S., Lee, C. H., & Lee, K. (2015). Effects of floor slab on progressive collapse resistance of steel moment frames. Journal of Constructional Steel Research, 110, 182-190.
Google Scholar
22
-
Sasani, M., Kropelnicki, J., (2008), "Progressive Collapse analysis of an RC structure", Wiley Interscience, Struct. Design Tall Spec. Build. 17, pp. 757–771.
Google Scholar
23
Most read articles by the same author(s)
-
Arash Naji,
Plastic Limit Analysis of Truss Structures Subjected to Progressive Collapse , European Journal of Engineering and Technology Research: Vol. 2 No. 9: SEPTEMBER 2017
Similar Articles
- Ihab Hassan, Basheer M. Elhassan, Mustafa Abbas Mustafa, Heavy Metals and Refractory Organic Compounds in Khartoum State’s Groundwater Resources , European Journal of Engineering and Technology Research: Vol. 2 No. 8: AUGUST 2017
- Philippe Onguene Mvogo, Inna Samomssa, Richard Domga, Mihaela Rodica Dinică, Adrian Circiumaru, Prediction of Cotton Shell from Sodecoton Behavior in Thermal Conversion and Theoretical Energy Potential , European Journal of Engineering and Technology Research: Vol. 9 No. 1 (2024)
You may also start an advanced similarity search for this article.