Abstract
Civil structures are subjected to accidental or intentional impacts, which can lead to an initial failure, and subsequently to a tragic progressive collapse. While progressive collapse studies have seen significant growth, most of the current research focuses on threat-independent approaches, neglecting the explicit consideration of impact effects on the building’s behavior. In this study, we investigate impact-induced progressive collapse, exploring various scenarios with different mass and velocity parameters. By doing so, this study aims to highlight the importance of explicitly accounting for impacts in progressive collapse analyses and provide possible solutions for safer structural design. For comparison, code-based dynamic column removal analyses are also performed and the results are compared and contrasted. Based on the obtained results, location of the damage and height of the building have important influence on the progressive collapse response in both threat-independent and threat-dependent approaches. Velocity plays a significant and critical role compared to mass in increasing the kinetic energy applied to the building, and the vertical vibration in the node on top of the impacted column. With the lower impactor velocities, the threat-independent method can be used safely, however, for the higher velocities the progressive collapse potential is much higher in threat-dependent approach compared with code-based dynamic column removal.
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07 December 2023
A Correction to this paper has been published: https://doi.org/10.1007/s13296-023-00792-6
References
ABAQUS. (2018). Abaqus Analysis user’s Manual. Dassault Systèmes Simulia Corp. Providence, RI.
Abdelkarim, O. I., & EIGawady, M. A. (2017). Performance of bridge piers under vehicle collision. Engineering Structures, 140, 337–352.
Abdelwahed, B. (2019). A review on building progressive collapse, survey and discussion. Case Studies in Construction Materials, 11, e00264.
Abramowicz, W., & Jones, M. (1984). Dynamic axial crushing of square tubes. International Journal of Impact Engineering, 2(2), 179–208.
Adam, J. M., Parisi, F., Sagaseta, J., & Lu, X. (2018). Research and practice on progressive collapse and robustness of building structures in the 21st century. Engineering Structures, 173, 122–149.
Aghdamy, S., Thambiratnam, D. P., Dhanasekar, M., & Saiedi, S. (2015). Computer analysis of impact behavior of concrete filled steel tube columns. Advances in Engineering Software, 89, 52–63.
AISC 341. (2016). Seismic Provisions for Structural Steel Buildings. American institute of steel construction.
AISC 360. (2016). Specification for Structural Steel Buildings. American institute of steel construction.
Al-Thairy, H., & Wang, Y. C. (2014). Behaviour and design of steel columns subjected to vehicle impact. Applied Mechanics and Materials, 566, 193–198.
ASCE 7 Standard. (2016). Minimum design loads for buildings and other structures. American Society of Civil Engineers.
Boh, J. W., Louca, L. A., & Choo, Y. S. (2004). Strain rate effects on the response of stainless steel corrugated firewalls subjected to hydrocarbon explosions. Journal of Constructional Steel Research, 60(1), 1–29.
Chandrasekaran, S., & Pachaiappan, S. (2020). Numerical analysis and preliminary design of topside of an offshore platform using FGM and X52 steel under special loads. Innovative Infrastructure Solutions, 5(3), 86.
Chandrasekaran, S., & Pachaiappan, S. (2023). Displacement-controlled nonlinear analysis of offshore platform topside under accidental loads. Arabian Journal for Science and Engineering, 48, 5619–5635.
Chandrasekaran, S., & Ravichandran, N. (2020). Parametric studies on the impact response of offshore triceratops in ultra-deep waters. Structure and Infrastructure Engineering, 16(7), 1–17.
Chandrasekaran, S., & Ravichandran, N. (2020a). Offshore triceratops under impact forces in ultra deep arctic waters. International Journal of Steel Structures, 20(11), 464–479.
Chandrasekaran, S., Jain, A. K., Shafiq, N., & Wahab, M. M. A. (2021). Design Aids for Offshore Topside Platforms Under Special Loads. CRC Press.
Culache, G., Byfield, M. P., Ferguson, N. S., & Tyas, A. (2017). Robustness of beam-to-column end-plate moment connections with stainless steel bolts subjected to high rates of loading. Journal of Structural Engineering, 143(6), 04017015.
Derseh, S. A., & Mohammed, T. A. (2023). Bridge structures under progressive collapse: A comprehensive state-of-the-art review. Results in Engineering, 18, 101090.
Elsanadedy, H., Khawaji, M., Abbas, H., Almusallam, T., & Al-Salloum, Y. (2023). Numerical modeling for assessing progressive collapse risk of RC buildings exposed to blast loads. Structures, 48, 1190–1208.
EN 1991-1-7. (2006). Eurocode 1, Actions on Structures – Part 1–7: General Actions – Accidental Actions. European Standard.
Ferrer, B., Ivorra, S., Segovia, E., & Irles, R. (2010). Tridimensional modelization of the impact of a vehicle against a metallic parking column at a low speed. Engineering Structures, 32(8), 1986–1992.
GSA (2013). Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects General Service Administration: Washington, DC.
Jones, M. (2011). Structural Impact. Cambridge university press.
Kang, H., & Kim, J. (2015). Progressive collapse of steel moment frames subjected to vehicle impact. Journal of Performance of Constructed Facilities, 29(6), 04014172.
Kiakojouri, F., & Sheidaii, M. R. (2018). Effects of finite element modeling and analysis techniques on response of steel moment-resisting frame in dynamic column removal scenarios. Asian Journal of Civil Engineering, 19(3), 295–307.
Kiakojouri, F., Biagi, V. D., Chiaia, B., & Sheidaii, M. R. (2020). Progressive collapse of framed building structures: current knowledge and future prospects. Engineering Structures, 206, 110061.
Kiakojouri, F., Sheidaii, M. R., Biagi, V. D., & Chiaia, B. (2021a). Blast-induced progressive collapse of steel moment-resisting frames: Numerical studies and a framework for updating the alternate load path method. Engineering Structures, 242, 112541.
Kiakojouri, F., Sheidaii, M. R., De Biagi, V., & Chiaia, B. (2021b). Progressive collapse of structures: A discussion on annotated nomenclature. Structures, 29, 1417–1423.
Li, W., Gu, Y. Z., Han, L. H., Zhao, X. L., Wang, R., Nassirnia, M., & Heidarpour, A. (2019). Behavior of ultra-high strength steel hollow tubes subjected to low velocity lateral impact: Experimental and finite element analysis. Thin-Walled Structures, 134, 524–536.
Lu, Z., Rong, K., Zhou, Z., & Du, J. (2020). Experimental study on performance of frame structure strengthened with foamed aluminum under debris flow impact. Journal of Performance of Constructed Facilities, 34(2), 04020011.
Nöldgen, M., Fehling, E., Riedel, W., & Thoma, K. (2012). Vulnerability and robustness of a security skyscraper subjected to aircraft impact. Computer-Aided Civil and Infrastructure Engineering, 27(5), 358–368.
Pachaiappan, S., & Chandrasekaran, S. (2022). Numerical analysis of offshore topside with FGM under impact loads. Innovative Infrastructure Solutions, 7(3), 195.
Porcari, G. L. F., Zalok, E., & Mekky, W. (2015). Fire induced progressive collapse of steel building structures: A review of the mechanisms. Engineering Structures, 82, 261–267.
Santos, A. F., Santiago, A., Latour, M., & Rizzano, G. (2020). Robustness analysis of steel frames subjected to vehicle collision. Structures, 25, 930–942.
Sharma, H., Hurlebaus, S., & Gardoni, P. (2012). Performance-based response evaluation of reinforced concrete columns subject to vehicle impact. International Journal of Impact Engineering, 43, 52–62.
Sohel, K. M. A., Al-Jabri, K., & Al Abri, A. H. S. (2020). Behavior and design of reinforced concrete building columns subjected to low-velocity car impact. Structures, 26, 601–616.
Sun, R., Huang, Z., & Burgess, I. (2012). Progressive collapse analysis of steel structures under fire conditions. Engineering Structures, 34, 400–413.
UFC. (2016). UFC 4-023-03: Design of buildings to resist Progressive collapse. Department of Defense.
Xiang, S., He, Y., & Zhou, X. (2022). Simplified analytical procedure to calculate the impact behaviour of steel parking-structure columns. Structures, 46, 1938–1954.
Yang, Y., Lam, N. T. K., & Zhang, L. (2012). Evaluation of simplified methods of estimating beam responses to impact. International Journal of Structural Stability and Dynamics, 12(03), 1250016.
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Janfada, I.S., Sheidaii, M.R. & Kiakojouri, F. Comparative Analysis of Code-Based Dynamic Column Removal and Impact-Induced Progressive Collapse in Steel Moment-Resisting Frames. Int J Steel Struct 23, 1576–1586 (2023). https://doi.org/10.1007/s13296-023-00788-2
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DOI: https://doi.org/10.1007/s13296-023-00788-2