Comparison of Column Removal Methods in Progressive Collapse Analysis of Reinforced Concrete Moment-Resisting Frames
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Volume 24, Issue 4
Abstract
A building experiences progressive collapse when a primary structural element fails, resulting in the failure of adjoining structural elements, which in turn causes further structural failure. The final failure contains no proportionality to the primary failure. For initial damage, progressive collapse codes and regulations suggest the alternate load path method, which is a threat to independent procedure. However, considering blast loads in analysis is recommended by some researchers. This paper aims to compare various column removal procedures due to blast loads in progressive collapse analysis of reinforced concrete moment-resisting frames. First, the damaged column is identified by analyzing single structural components (columns) under various blast scenarios defined by the quantity of explosive and location of the blast center outside of the structure. To find the damaged columns, three local analyses, static, dynamic, and pressure impulse (P-I), were carried out. A global incremental dynamic analysis of the three-dimensional (3D) damaged structure is the second step of the analysis. This methodology is threat dependent. Therefore, the results are compared to the threat-independent method introduced in guidelines.
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References
Abruzzo, J., A. Matta, and G. Panariello. 2006. “Study of mitigation strategies for progressive collapse of a reinforced concrete commercial building.” J. Perform. Constr. Facil. 20 (4): 384–390. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(384).
Asprone, D., F. Jalayer, A. Prota, and G. Manfredi. 2010. “Proposal of a probabilistic model for multi-hazard risk assessment of structures in seismic zones subjected to blast for the limit state of collapse.” Struct. Saf. 32 (1): 25–34. https://doi.org/10.1016/j.strusafe.2009.04.002.
Ballantyne, G. J., A. S. Whittaker, G. F. Dargush, and A. J. Aref. 2010. “Air-blast effects on structural shapes of finite width.” J. Struct. Eng. 136 (2): 152–159. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000049.
Clough, R. W., and J. Penzien. 1993. Dynamics of structures. New York: McGraw-Hill.
DOD (Department of Defense). 2005. Design of buildings to resist progressive collapse. UFC 4-023-03. Washington, DC: DOD.
Dusenberry, D. O. 2010. Handbook for blast-resistant design of buildings. Hoboken, NJ: Wiley.
Gebbeken, N., and T. Döge. 2010. “Explosion protection—Architectural design, urban planning and landscape planning.” Int. J. Protective Struct. 1 (1): 1–21. https://doi.org/10.1260/2041-4196.1.1.1.
Gombeda, M. J., C. J. Naito, S. E. Quiel, and C. T. Fallon. 2017. “Blast-induced damage mapping framework for use in threat-dependent progressive collapse assessment of building frames.” J. Perform. Constr. Facil. 31 (2): 04016089. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000949.
GSA (General Services Administration). 2003. Alternate path analysis and design guidelines for progressive collapse resistance. Washington, DC: GSA.
Khan, S., S. K. Saha, V. A. Matsagar, and B. Hoffmeister. 2017. “Fragility of steel frame buildings under blast load.” J. Perform. Constr. Facil. 31 (4): 04017019. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001016.
Koccaz, Z., F. Sutcu, and N. Torunbalci. 2008. “Architectural and structural design for blast resistant buildings.” In Proc., 14th World Conf. on Earthquake Engineering, 12–17. Tokyo: International Association for Earthquake Engineering.
Moore, D. B. 2002. “The UK and European regulations for accidental actions.” In Proc., Workshop on Prevention of Progressive Collapse. Washington, DC: National Institute of Building Sciences.
Naji, A. 2017. “Plastic limit analysis of truss structures subjected to progressive collapse.” Eur. J. Eng. Res. Sci. 2 (9): 31–35. https://doi.org/10.24018/ejers.2017.2.9.451.
Naji, A. 2018a. “Improving the tie force method for progressive collapse design of RC frames.” Int. J. Struct. Integrity 9 (4): 520–531. https://doi.org/10.1108/IJSI-10-2017-0058.
Naji, A. 2018b. “Sensitivity and fragility analysis of steel moment frames subjected to progressive collapse.” Asian J. Civ. Eng. 19 (5): 595–606. https://doi.org/10.1007/s42107-018-0045-0.
Naji, A. 2019. “Progressive collapse analysis of steel moment frames: An energy-based method and explicit expressions for capacity curves.” J. Perform. Constr. Facil. 33 (2): 04019008. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001268.
Naji, A., and F. Irani. 2012. “Progressive collapse analysis of steel frames: Simplified procedure and explicit expression for dynamic increase factor.” Int. J. Steel Struct. 12 (4): 537–549. https://doi.org/10.1007/s13296-012-4008-0.
Naji, A., and M. Khodaverdi Zadeh. 2019. “Progressive collapse analysis of steel braced frames.” Pract. Period. Struct. Des. Constr. 24 (2): 04019004. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000414.
Naji, A., and M. R. Ommetalab. 2019. “Horizontal bracing to enhance progressive collapse resistance of steel moment frames.” Struct. Des. Tall Spec. Build. 28 (5): e1563. https://doi.org/10.1002/tal.1563.
Parisi, F., and N. Augenti. 2012. “Influence of seismic design criteria on blast resistance of RC framed buildings: A case study.” Eng. Struct. 44 (Nov): 78–93. https://doi.org/10.1016/j.engstruct.2012.05.046.
Shi, Y., H. Hao, and Z.-X. Li. 2007. “Numerical simulation of blast wave interaction with structure columns.” Shock Waves 17 (1–2): 113–133. https://doi.org/10.1007/s00193-007-0099-5.
Shi, Y., H. Hao, and Z.-X. Li. 2008. “Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads.” Int. J. Impact Eng. 35 (11): 1213–1227. https://doi.org/10.1016/j.ijimpeng.2007.09.001.
Smith, P. D., and T. A. Rose. 2006. “Blast wave propagation in city streets—An overview.” Prog. Struct. Eng. Mater. 8 (1): 16–28. https://doi.org/10.1002/pse.209.
Stewart, M. G., M. D. Netherton, and D. V. Rosowsky. 2006. “Terrorism risk and blast damage to built infrastructure.” Nat. Hazard. Rev. 7 (3): 114–122. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:3(114).
Tsai, M.-H., and B.-H. Lin. 2008. “Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure.” Eng. Struct. 30 (12): 3619–3628. https://doi.org/10.1016/j.engstruct.2008.05.031.
Yi, W. J., Q. F. He, Y. Xiao, and S. K. Kunnath. 2008. “Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures.” ACI Struct. J. 105 (4): 433–439.
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©2019 American Society of Civil Engineers.
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Received: Dec 1, 2018
Accepted: Mar 5, 2019
Published online: Jun 18, 2019
Published in print: Nov 1, 2019
Discussion open until: Nov 18, 2019
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