Difference Analysis and Correlation Transformation of the Load-Resisting Capacities of Frame Assemblies with Various Scales
Publication: Journal of Structural Engineering
Volume 150, Issue 8
Abstract
Currently, the investigation on the collapse performances of steel frames with various structural scales has not formed a system resultant force, which leads to the current “overall qualitative and local quantitative” modes of structural system anticollapse resistance design. This paper numerically and analytically investigated the load-bearing capacities of the frame assemblies with various structural scales extracted from an overall steel frame structure subjected to the removal of an internal column. First, the accuracy of the numerical simulation methods was verified by comparing with the experimental results of the representative experimental collapse tests with various structural scales. Afterwards, numerical simulation analysis was conducted to investigate the variations in load-resisting capacities, axial forces generated in beams, and bending moments at beam ends in frame assemblies with different structural scales. The finding revealed that the boundary constraint is the one of the most critical parameters influencing the development of various load-bearing mechanisms, which is critical to identifying the internal links among the load-resisting capacities of assemblies with varying different scales. Finally, theoretical analysis methods for achieving the correlation transformation of the collapse capacities of steel frames with different structural scales were proposed, using member resistance based on the evolution laws of internal force among each story beam. The load-displacement curves generated by the display expression and its corresponding numerical models demonstrate a high level of accuracy, which demonstrates that the analytical methods can be employed for structural resistance evaluation before the anticollapse design.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The National Natural Science Foundation of China provided funding for this research (Nos. 52178162 and 51908449). The authors also wish to express their gratitude for the financial support received from the scientific research plan projects of Shaanxi Education Department (Nos. 20JY033 and 20JK0713).
References
ABAQUS. 2014. Theory manual, version 6.14.1. Providence, RI: Dassault Systèmes Simulia.
Alrubaidi, M., H. Abbas, H. Elsanadedy, T. Almusallam, R. Iqbal, and Y. Al-Salloum. 2022. “Experimental and FE study on strengthened steel beam-column joints for progressive collapse robustness under column-loss event.” Eng. Struct. 258 (May): 114103. https://doi.org/10.1016/j.engstruct.2022.114103.
Alrubaidi, M., H. Elsanadedy, H. Abbas, T. Almusallam, and Y. Al-Salloum. 2020. “Investigation of different steel intermediate moment frame connections under column-loss scenario.” Thin-Walled Struct. 154 (Sep): 106875. https://doi.org/10.1016/j.tws.2020.106875.
Brunesi, E., R. Nascimbene, and G. A. Rassati. 2014. “Response of partially-restrained bolted beam-to-column connections under cyclic loads.” J. Constr. Steel Res. 97 (Jun): 24–38. https://doi.org/10.1016/j.jcsr.2014.01.014.
CEN (European Committee for Standardization). 2006. Eurocode 1–Actions on structures–Part 1-7: General actions–Accidental actions. EN 1991-1-7. Brussels, Belgium: CEN.
Chinese Standard. 2017. Standard for design of steel structures. GB50017-2017. Beijing: Chinese Standard Press.
Cinitha, A., P. K. Umesha, and R. I. Nahesh. 2014. “Evaluation of seismic performance of an existing steel building.” Am. J. Civ. Struct. Eng. 1 (2): 23–33. https://doi.org/10.12966/ajcse.04.02.2014.
Demonceau, J. F., and J. P. Jaspart. 2010. “Experimental test simulating a column loss in a composite frame.” Adv. Steel Constr. 6 (3): 897–913. https://doi.org/10.1142/S0578563410002166.
Diab, M. E. H., A. Orcesi, C. Desprez, and J. Bleyer. 2021. “A progressive collapse modelling strategy coupling the yield design theory with non-linear analysis.” Eng. Struct. 241 (Aug): 111832. https://doi.org/10.1016/j.engstruct.2020.111832.
Dinu, F., I. Marginean, and D. Dubina. 2017. “Experimental testing and numerical modelling of steel moment-frame connections under column loss.” Eng. Struct. 151 (Nov): 861–878. https://doi.org/10.1016/j.engstruct.2017.08.068.
DoD (US Department of Defense). 2016. Design of buildings to resist progressive collapse. UFC 4-023-03. Washington, DC: DoD.
Ei-Tawil, S., H. H. Li, and S. Kunnath. 2014. “Computational simulation of gravity-induced progressive collapse of steel-frame buildings: Current trends and future research needs.” J. Struct. Eng. 140 (8): A2513001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000897.
Elsanadedy, H., M. Alrubaidi, H. Abbas, T. Almusallam, and Y. Al-Salloum. 2021. “Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections.” J. Constr. Steel Res. 179 (Apr): 106533. https://doi.org/10.1016/j.jcsr.2021.106533.
Gao, S., L. H. Guo, and Z. Zhang. 2021. “Anti-collapse performance of composite frame with special-shaped MCFST columns.” Eng. Struct. 245 (Oct): 112917. https://doi.org/10.1016/j.engstruct.2021.112917.
GSA (General Services Administration). 2013. Alternate path analysis and design guidelines for progressive collapse resistance. Washington, DC: Office of Chief Architects.
Harry, O. A., and Y. Lu. 2019. “Simplified theoretical model for prediction of catenary action incorporating strength degradation in axially restrained beams.” Eng. Struct. 191 (Jul): 219–228. https://doi.org/10.1016/j.engstruct.2019.04.043.
Izzuddin, B. A., A. G. Vlassis, A. Y. Elghazouli, and D. A. 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., K. H. Tan, H. Y. Liu, B. Yang, and X. H. Zhou. 2017. “Effect of boundary conditions on the behaviour of composite frames against progressive collapse.” J. Constr. Steel Res. 138 (Nov): 150–167. https://doi.org/10.1016/j.jcsr.2017.07.005.
Kim, S., C. H. Lee, and K. Lee. 2015. “Effects of floor slab on progressive collapse resistance of steel moment frames.” J. Constr. Steel Res. 110 (Jul): 182–190. https://doi.org/10.1016/j.jcsr.2015.02.013.
Kim, T., and J. Kim. 2009. “Collapse analysis of steel moment frames with various seismic connections.” J. Constr. Steel Res. 65 (6): 1316–1322. https://doi.org/10.1016/j.jcsr.2008.11.006.
Kong, D. Y., Y. Yang, B. Yang, and X. H. Zhou. 2020. “Experimental study on progressive collapse of 3D steel frames under concentrated and uniformly distributed loading conditions.” J. Struct. Eng. 146 (4): 04020017. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002537.
Lee, S. Y., S. Y. Noh, and D. Lee. 2021. “Comparison of progressive collapse resistance capacities of steel ordinary and intermediate moment frames considering different connection details.” Eng. Struct. 231 (Mar): 111753. https://doi.org/10.1016/j.engstruct.2020.111753.
Li, H. H., X. H. Cai, L. Zhang, B. Y. Zhang, and W. Wang. 2017. “Progressive collapse of steel moment-resisting frame subjected to loss of interior column: Experimental tests.” Eng. Struct. 150 (Nov): 203–220. https://doi.org/10.1016/j.engstruct.2017.07.051.
Long, H. V., and N. D. Hung. 2008. “Second-order plastic-hinge analysis of 3-D steel frames including strain hardening effects.” Eng. Struct. 30 (12): 3505–3512. https://doi.org/10.1016/j.engstruct.2008.05.013.
Lu, X. Z., K. Q. Lin, Y. Li, H. Guan, P. Q. Ren, and Y. L. Zhou. 2017. “Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario.” Eng. Struct. 149 (Oct): 91–103. https://doi.org/10.1016/j.engstruct.2016.07.039.
Meng, B., F. D. Li, W. H. Zhong, Y. H. Zheng, and Q. Q. Du. 2023a. “Strengthening strategies against the progressive collapse of steel frames with extended end-plate connections.” Eng. Struct. 274 (Jan): 115154. https://doi.org/10.1016/j.engstruct.2022.115154.
Meng, B., Y. P. Xiong, W. H. Zhong, S. C. Duan, and H. Li. 2023b. “Progressive collapse behaviour of composite substructure with large rectangular beam-web openings.” Eng. Struct. 295 (Nov): 116861. https://doi.org/10.1016/j.engstruct.2023.116861.
Qian, K., J. F. Cheng, Y. H. Weng, and F. Fu. 2021. “Effect of loading methods on progressive collapse behavior of RC beam-slab substructures under corner column removal scenario.” J. Build. Eng. 44 (Dec): 103258. https://doi.org/10.1016/j.jobe.2021.103258.
Qian, K., X. Lan, Z. Li, Y. Li, and F. Fu. 2020. “Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections.” J. Constr. Steel Res. 170 (Jul): 106117. https://doi.org/10.1016/j.jcsr.2020.106117.
Qiao, H. Y., Y. Chen, J. P. Wang, and C. W. Chen. 2020. “Experimental study on beam-to-column connections with reduced beam section against progressive collapse.” J. Constr. Steel Res. 175 (Dec): 106358. https://doi.org/10.1016/j.jcsr.2020.106358.
Rodríguez, D., E. Brunesi, and R. Nascimbene. 2021. “Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse.” Eng. Struct. 228 (Feb): 111508. https://doi.org/10.1016/j.engstruct.2020.111508.
Sasani, M., and S. Sagiroglu. 2008. “Progressive collapse resistance of Hotel San Diego.” J. Struct. Eng. 134 (3): 478–488. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(478).
Sasani, M., and S. Sagiroglu. 2010. “Gravity load redistribution and progressive collapse resistance of a 20-story reinforced concrete structure following loss of an interior column.” ACI Struct. J. 107 (6): 636–644.
Song, B. I., and H. Sezen. 2013. “Experimental and analytical progressive collapse assessment of a steel frame building.” Eng. Struct. 56 (Nov): 664–672. https://doi.org/10.1016/j.engstruct.2013.05.050.
Stylianidis, P. M., D. A. Nethercot, B. A. Izzuddin, and A. Y. Elghazouli. 2016. “Study of the mechanics of progressive collapse with simplified beam models.” Eng. Struct. 117 (Jun): 287–304. https://doi.org/10.1016/j.engstruct.2016.02.056.
Sun, W. 2023. Study on collapse resistance of crossed beam column substructure considering different beam span-depth ratio. Xi’an, China: Xi’an Univ. of Architecture and Technology.
Tan, Z., W. H. Zhong, B. Meng, Y. H. Zheng, and S. C. Duan. 2022a. “Effect of various boundary constraints on the collapse behavior of multi-story composite frames.” J. Build. Eng. 52 (Jul): 104412. https://doi.org/10.1016/j.jobe.2022.104412.
Tan, Z., W. H. Zhong, L. M. Tian, B. Meng, Y. H. Zheng, X. Y. Song, and S. C. Duan. 2021a. “Quantitative assessment of resistant contributions of two-bay beams with unequal spans.” Eng. Struct. 242 (Sep): 112445. https://doi.org/10.1016/j.engstruct.2021.112445.
Tan, Z., W. H. Zhong, L. M. Tian, Y. H. Zheng, B. Meng, and S. C. Duan. 2021b. “Numerical study on collapse-resistant performance of multi-story composite frames under a column removal scenario.” J. Build. Eng. 44 (Dec): 102957. https://doi.org/10.1016/j.jobe.2021.102957.
Tan, Z., W. H. Zhong, L. M. Tian, Y. H. Zheng, B. Meng, S. C. Duan, and C. Jiang. 2022b. “Effects of the numbers of stories and spans on the collapse-resistance performance of multi-story steel frame structures with reduced beam section connections.” Adv. Steel Constr. 18 (2): 616–628. https://doi.org/10.18057/IJASC.2022.18.2.10.
Wang, J. X., Y. J. Shen, S. Gao, and W. D. Wang. 2022. “Anti-collapse performance of concrete-filled steel tubular composite frame with assembled tensile steel brace under middle column removal.” Eng. Struct. 266 (Sep): 114635. https://doi.org/10.1016/j.engstruct.2022.114635.
Wang, W., C. Fang, X. Qin, Y. Y. Chen, and L. Li. 2016. “Performance of practical beam-to-SHS column connections against progressive collapse.” Eng. Struct. 106 (Jan): 332–347. https://doi.org/10.1016/j.engstruct.2015.10.040.
Wang, W., J. J. Wang, X. Sun, and Y. H. Bao. 2017. “Slab effect of composite subassemblies under a column removal scenario.” J. Constr. Steel Res. 129 (Feb): 141–155. https://doi.org/10.1016/j.jcsr.2016.11.008.
Weng, Y. H., K. Qian, F. Fu, and Q. Fang. 2020. “Numerical investigation on load redistribution capacity of flat slab substructures to resist progressive collapse.” J. Build. Eng. 29 (May): 101109. https://doi.org/10.1016/j.jobe.2019.101109.
Xie, F. Z., and G. P. Shu. 2013. “Quasi-static experimental research on progressive collapse of space steel frames.” J. PLA Univ. Sci. Technol. 14 (2): 195–201. https://doi.org/10.3969/j.issn.1009-3443.2012.06.010.
Yang, B., and K. H. Tan. 2013. “Experimental tests of different types of bolted steel beam-column joints under a central-column-removal scenario.” Eng. Struct. 54 (Sep): 112–130. https://doi.org/10.1016/j.engstruct.2013.03.037.
Yu, H. L., and D. Y. Jeong. 2010. “Application of a stress triaxiality dependent fracture criterion in the finite element analysis of unnotched Charpy specimens.” Theor. Appl. Fract. Mech. 54 (1): 54–62. https://doi.org/10.1016/j.tafmec.2010.06.015.
Zhang, J. Z., G. Q. Li, R. Feng, and R. Chen. 2021. “A simplified approach for collapse assessment of multi-storey steel framed-structures with one column loss.” J. Constr. Steel Res. 176 (Jan): 106391. https://doi.org/10.1016/j.jcsr.2020.106391.
Zheng, L., and W. D. Wang. 2022. “Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario.” J. Constr. Steel Res. 190 (Mar): 107151. https://doi.org/10.1016/j.jcsr.2022.107151.
Zheng, L., W. D. Wang, and W. Xian. 2022. “Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam.” Eng. Struct. 256 (Apr): 114061. https://doi.org/10.1016/j.engstruct.2022.114061.
Zhong, W. H., B. Meng, and J. P. Hao. 2017. “Performance of different stiffness connections against progressive collapse.” J. Constr. Steel Res. 135 (Aug): 162–175. https://doi.org/10.1016/j.jcsr.2017.04.021.
Zhong, W. H., Z. Tan, L. M. Tian, B. Meng, X. Y. Song, and Y. H. Zheng. 2020. “Collapse resistance of composite beam-column assemblies with unequal spans under an internal column-removal scenario.” Eng. Struct. 206 (Mar): 110143. https://doi.org/10.1016/j.engstruct.2019.110143.
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© 2024 American Society of Civil Engineers.
History
Received: Nov 7, 2023
Accepted: Feb 28, 2024
Published online: Jun 3, 2024
Published in print: Aug 1, 2024
Discussion open until: Nov 3, 2024
ASCE Technical Topics:
- Analysis (by type)
- Design (by type)
- Engineering fundamentals
- Foundation design
- Foundations
- Frames
- Geotechnical engineering
- Load and resistance factor design
- Load bearing capacity
- Load factors
- Models (by type)
- Numerical analysis
- Numerical models
- Steel frames
- Steel structures
- Structural analysis
- Structural design
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
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