Abstract
The dynamic response and stability of building structures under accidental loads such as earthquake, explosion, and impact have been focused by experts. The significant influence will be induced once the damaged structure begins to collapse. In this study, a reinforced concrete frame structure model was designed and tested to study the dynamic response law of the structure under the condition of the failure of the middle column of the model structure, the remaining structure successively failed the load-bearing column and continued to be subjected to impact load and uniform load. The analytical method was used to calculate the ultimate uniform load subjecting to the structure under the failure of four load-bearing columns, because its value was less than the load in this test, the structure collapsed. The finite element calculation model was established, and compared the simulation results to the test results to verify its rationality. Then, the influence of the impact energy and the structural stores on the dynamic response of the structure were analyzed. The results showed that the peak value of the dynamic response of the damaged structure did not increase strictly with the increase of the number of failure columns, which may be related to the sequence of failure columns.
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References
Bazant ZP, Mathieu V (2007) Mechanics of progressive collapse: Learning from world trade center and building demolitions. Journal of Engineering Mechanics 133(3):308–319, DOI: https://doi.org/10.1061/(asce)0733-9399(2007)133:3(308)
BS8110 (2002) Structural use of concrete. Part I: Code of practice for design and construction. British Standards Institution, London, UK, 1–161
CECS 392:2014 (2015) Code for anti-collapse design of building structures. CECS 392:2014, China Planning Press, Beijing, China, 1–108
Cynthia P, Norbet D (2005) Ronan point apartment tower collapse and its effect on building codes. Journal of Performance of Constructed Facilities 19(2):172–177, DOI: https://doi.org/10.1061/(asce)0887-3828(2005)19:2(172)
DOD (2009) Design of structures to resist progressive collapse. Unified Facilities Criteria (UFC) 4-023-03, US Department of Defense, Washington DC, USA, 1–110
Ellingwood BR (2006) Mitigating risk from abnormal loads and progressive collapse. Journal of Performance of Constructed Facilities 20(4):315–323, DOI: https://doi.org/10.1061/(asce)0887-3828(2006)20:4(315)
GSA (2003) Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. US General Services Administration, Washington DC, USA, 1–96
Gu XL, Wang XL, Yin XJ, Feng L, Jian H (2014) Collapse simulation of reinforced concrete moment frames considering impact actions among blocks. Engineering Structures 65:30–42, DOI: https://doi.org/10.1016/j.engstruct.2014.01.046
Izzuddin BA, Vlassisa AG, Elghazouli AY, Nethercot DA (2008) Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework. Engineering Structures 30(5):1308–1318, DOI: https://doi.org/10.1016/j.engstruct.2007.07.011
Jiang L, Xing FQ, Cao B, Han YM (2018) Analysis of vertical progressive collapse of RC frame structure. Journal of Anhui University of Engineering 33(02):63–69
Li H, EI-Tawil S (2014) Three-dimensional effects and collapse resistance mechanisms in steel frame buildings. Journal of Structural Engineering 140(8):1–11, DOI: https://doi.org/10.1061/(asce)st.1943-541x.0000839
Lu XZ, Jiang JJ (2001) Simulation analysis of the collapse process of the aircraft after impacting the World Trade Center. Journal of Civil Engineering 34(6):8–10
Qian K, Li B (2012) Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column-experimental results. Engineering Structures 42(12):154–167, DOI: https://doi.org/10.1016/j.engstruct.2012.04.016
Qian K, Li B (2015) Strengthening of multibay reinforced concrete flat slabs to mitigate progressive collapse. Journal of Structural Engineering 141(6):04014154, DOI: https://doi.org/10.1061/(asce)st.1943-541x.0001125
Qian K, Li B, Ma JX (2015) Load-carrying mechanism to resist progressive collapse of RC buildings. Journal of Structural Engineering 141(2): 04014107, DOI: https://doi.org/10.1061/(asce)st.1943-541x.0001046
Qian K, Li B, Zhang ZW (2016) Influence of multicolumn removal on the behavior of RC floors. Journal of Structural Engineering 142(5): 04016006, DOI: https://doi.org/10.1061/(asce)st.1943-541x.0001461
Qiao HY, Yang YH, Zhong WH (2018) Progressive collapse analysis and mechanism study for multi-story frame structures with middle-column demolition. Journal of Vibration and Shock 37(22):136–143, DOI: https://doi.org/10.13465/j.cnki.jvs.2018.22.021 (in Chinese)
Shalva M, Elizabeth A (2006) Comparison of various procedures for progressive collapse analysis. Journal of Performance of Constructed Facilities 20(4):365–374, DOI: https://doi.org/10.1061/(asce)0887-3828(2006)20:4(365)
Su Y, Tian Y, Song XS (2009) Progressive collapse resistance of axially-restrained frame beams. ACI Structural Journal 106(5):600–607
Yi WJ, He QF, Xiao Y, Kunnath SK (2008) Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures. ACI Structural Journal 105(4):433–439
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This work is supported by the National Natural Science Foundation of China (No. 51874118, No. 51174076, No. 51044003).
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Ou, C., Liu, J., Sun, L. et al. Experimental and Numerical Investigation on the Dynamic Responses of the Remaining Structure under Impact Loading with Column Being Removed. KSCE J Civ Eng 25, 2078–2088 (2021). https://doi.org/10.1007/s12205-021-1026-5
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DOI: https://doi.org/10.1007/s12205-021-1026-5