Technical Papers
Nov 9, 2018

Static and Dynamic Responses of Reinforced Concrete Structures under Sudden Column Removal Scenario Subjected to Distributed Loading

Publication: Journal of Structural Engineering
Volume 145, Issue 1

Abstract

In this paper, static and dynamic experiments on reinforced concrete beam-column frames under single-column-removal scenario applying a multipoint loading method were conducted. One of the objectives was to investigate structural behavior compared with the single-point loading method, which has been popularly used in previous studies. By equally applying point loads at four locations of the double-span beam structure, the test setup successfully simulated the uniformly distributed loading condition, which is generally applicable for gravity loads in practice. Compared with the previously conducted static tests based on concentrated loading method, structural response from the static tests under multipoint loading condition differed not only on load-bearing capacity but also on failure sequence and displacement profile. On the basis of the test results, the analytical relationship between behaviors of the two loading methods was developed and verified. Compared with the static tests, the dynamic tests highlighted dynamic effects created by the column loss event and confirmed the structural behavior and failure modes observed in the static environment. The dynamic tests also verified the correctness and conservatism of the dynamic assessment framework using a previously proposed energy-based approach. Most important, both the static and the dynamic tests of structures under distributed loads showed less development of catenary action against progressive collapse compared with concentrated loading tests.

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Acknowledgments

This study was financially supported by the research grant GPC: MHA 191/9/1/345 provided by Ministry of Home Affairs, Singapore, as well as from the Grant 107.01-2018.01 provided by National Foundation For Science and Technology Development (NAFOSTED), Vietnam. The authors greatly appreciate the financial supports by both organizations.

References

Bao, Y., S. Kunnath, S. El-Tawil, and H. Lew. 2008. “Macromodel-based simulation of progressive collapse: RC frame structures.” J. Struct. Eng. 134 (7): 1079–1091. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1079).
Bao, Y., H. S. Lew, and S. K. Kunnath. 2014. “Modeling of reinforced concrete assemblies under column-removal scenario.” J. Struct. Eng. 140 (1): 04013026. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000773.
Biggs, J. M. 1964. Introduction to structural dynamics. New York: McGraw-Hill College.
Choi, H., and J. Kim. 2011. “Progressive collapse-resisting capacity of RC beam–column sub-assemblage.” Mag. Concr. Res. 63 (4): 297–310. https://doi.org/10.1680/macr.9.00170.
Izzuddin, B., A. Vlassis, A. Elghazouli, and D. Nethercot. 2008. “Progressive collapse of multi-storey buildings due to sudden column loss. Part I: Simplified assessment framework.” Eng. Struct. 30 (5): 1308–1318. https://doi.org/10.1016/j.engstruct.2007.07.011.
Kang, S. B., and K. H. Tan. 2016. “Analytical model for compressive arch action in horizontally restrained beam-column subassemblages.” ACI Struct. J. 113 (4): 813–826. https://doi.org/10.14359/51688629.
Lew, H., Y. Bao, S. Pujol, and M. A. Sozen. 2014. “Experimental study of reinforced concrete assemblies under column removal scenario.” ACI Struct. J. 111 (1–6): 881–892.
Lim, N. S., C. K. Lee, and K. H. Tan. 2015. “Experimental studies on 2-D RC frame with middle column removed under progressive collapse.” In Proc., FIB Symp. 2015. Lausanne, Switzerland: International Federation for Structural Concrete.
Liu, C., T. C. Fung, and K. H. Tan. 2016. “Dynamic performance of flush end-plate beam-column connections and design applications in progressive collapse.” J. Struct. Eng. 142 (1): 04015074. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001329.
Lu, X., K. Lin, Y. Li, H. Guan, P. Ren, and Y. Zhou. 2017. “Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario.” Eng. Struct. 149: 91–103. https://doi.org/10.1016/j.engstruct.2016.07.039.
Malvar, L. J. 1998. “Review of static and dynamic properties of steel reinforcing bars.” ACI Mater. J. 95 (5): 609–616.
Orton, S. L., and J. E. Kirby. 2014. “Dynamic response of a RC frame under column removal.” J. Perform. Constr. Facil. 28 (4): 04014010. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000464.
Paulay, T., and M. Priestley. 1992. Seismic design of reinforced concrete and masonry buildings. New York: Wiley.
Pham, A. T., and K. H. Tan. 2017. “Experimental study on dynamic responses of reinforced concrete frames under sudden column removal applying concentrated loading.” Eng. Struct. 139: 31–45. https://doi.org/10.1016/j.engstruct.2017.02.002.
Pham, X. D., and K. H. Tan. 2013. “Experimental study of beam–slab substructures subjected to a penultimate-internal column loss.” Eng. Struct. 55: 2–15. https://doi.org/10.1016/j.engstruct.2013.03.026.
Pham, X. D., and K. H. Tan. 2015. “Experimental response of beam-slab substructures subject to penultimate-external column removal.” J. Struct. Eng. 141 (7): 04014170. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001123.
Qian, K., and B. Li. 2012. “Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results.” Eng. Struct. 42: 154–167. https://doi.org/10.1016/j.engstruct.2012.04.016.
Qian, K., B. Li, and Z. Zhang. 2016. “Influence of multicolumn removal on the behavior of RC floors.” J. Struct. Eng. 142 (5): 04016006. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001461.
Ren, P., Y. Li, X. Lu, H. Guan, and Y. Zhou. 2016. “Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam–slab substructures under a middle-column-removal scenario.” Eng. Struct. 118: 28–40. https://doi.org/10.1016/j.engstruct.2016.03.051.
Sadek, F., J. A. Main, H. S. Lew, and Y. Bao. 2011. “Testing and analysis of steel and concrete beam-column assemblies under a column removal scenario.” J. Struct. Eng. 137 (9): 881–892. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000422.
Sagiroglu, S. 2012. “Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Northeastern Univ.
Sasani, M. 2008. “Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns.” Eng. Struct. 30 (9): 2478–2491. https://doi.org/10.1016/j.engstruct.2008.01.019.
Sasani, M., M. Bazan, and S. Sagiroglu. 2007. “Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure.” ACI Struct. J. 104 (6): 731–739.
Sasani, M., and J. Kropelnicki. 2008. “Progressive collapse analysis of an RC structure.” Struct. Des. Tall Special Build. 17 (4): 757–771. https://doi.org/10.1002/tal.v17:4.
Sasani, M., and S. Sagiroglu. 2010. “Gravity load redistribution and progressive collapse resistance of 20-story reinforced concrete structure following loss of interior column.” ACI Struct. J. 107 (6): 636–644.
Stinger, S. M., and S. L. Orton. 2013. “Experimental evaluation of disproportionate collapse resistance in reinforced concrete frames.” ACI Struct. J. 110 (3): 521.
Su, Y., Y. Tian, and X. Song. 2009. “Progressive collapse resistance of axially-restrained frame beams.” ACI Struct. J. 106 (5): 600–607.
Tian, Y., and Y. Su. 2011. “Dynamic response of reinforced concrete beams following instantaneous removal of a bearing column.” Int. J. Concr. Struct. Mater. 5 (1): 19–28. https://doi.org/10.4334/IJCSM.2011.5.1.019.
Valipour, H., N. FarhangVesali, and S. Foster. 2013. “A generic model for investigation of arching action in reinforced concrete members.” Constr. Build. Mater. 38: 742–750. https://doi.org/10.1016/j.conbuildmat.2012.09.046.
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.
Yu, J., and K. H. Tan. 2013a. “Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages.” Eng. Struct. 55: 90–106. https://doi.org/10.1016/j.engstruct.2011.08.040.
Yu, J., and K. H. Tan. 2013b. “Structural behavior of rc beam-column subassemblages under a middle column removal scenario.” J. Struct. Eng. 139 (2): 233–250. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000658.
Yu, J., and K. H. Tan. 2017. “Structural behavior of reinforced concrete frames subjected to progressive collapse.” ACI Struct. J. 114 (1): 63–74. https://doi.org/10.14359/51689424.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 1January 2019

History

Received: Nov 21, 2016
Accepted: Jun 5, 2018
Published online: Nov 9, 2018
Published in print: Jan 1, 2019
Discussion open until: Apr 9, 2019

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Authors

Affiliations

Anh Tuan Pham [email protected]
Researcher, Vietnam Institute for Building Science and Technology, 81 Tran Cung St., Cau Giay District, Hanoi, Vietnam. Email: [email protected]
Kang Hai Tan [email protected]
Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798, Singapore (corresponding author). Email: [email protected]

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