Steel parking structure Structural joint Robustness Simplified method Mechanical models; Metals and Alloys; Mechanics of Materials; Building and Construction; Civil and Structural Engineering; Steel paking structure; structural joint; robustness; simplified method; mechanical models
Abstract :
[en] An innovative simplified method for incorporating the behaviour of structural joints in structural analyses of steel parking-structure is proposed in this study. The method is based on the conventional mechanical modelling of joints through special springs that accommodate the arching effect and moment-axial force (M-N) interaction. The characterization of these springs in terms of stiffness and resistance is performed using analytical formulae. The accuracy of the proposed method is validated through comparisons to results from advanced numerical methods conducted on a multi-scale approach. Its implementation in sub-structure models is then demonstrated, with the main advantage of extremely reducing the modelling and computational time. Validated sub-structure models are finally employed to investigate the influence of the joint properties on the response of parking structures under vehicle collision scenarios. The results show that considering the rigid and semi-rigid joints in the research are characterised by the welded and bolted connections in the research, for a structure built in a courtyard, bolted connections (semi-rigid joints) are recommended, while for the same structure built near an urban road, welded connections (rigid joints) should be considered to enhance the overall robustness.
Disciplines :
Civil engineering
Author, co-author :
Xiang, Siyu; Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, College of Civil Engineering, Hunan University, Changsha, China ; Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, of Hunan University, Hunan University, Changsha, China ; Urban and Environmental Engineering, University of Liege, Liege, Belgium
He, Yongjun; Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, College of Civil Engineering, Hunan University, Changsha, China ; Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, of Hunan University, Hunan University, Changsha, China
Golea, Tudor ; Université de Liège - ULiège > Urban and Environmental Engineering
Denoël, Vincent ; Université de Liège - ULiège > Département ArGEnCo > Analyse sous actions aléatoires en génie civil
Li, Z., Miao, L., Automated stereo-garage with multiple cache parking spaces—structure, system and scheduling performance. Autom. Constr., 119, 2020, 103377.
Segura, C.C., Hamra, L., D'Antimo, M., et al. Determination of loading scenarios on buildings due to column damage. Structures. 12 (2017), 1–12.
Demonceau, J.-F., Comeliau, L., Hoang, V.L., et al. How can a steel structure survive to impact loading? Numerical and analytical investigations. Open Civ. Eng. J., 2017, 11.
Ke, K., Chen, Y., Zhou, X., et al. Experimental and numerical study of a brace-type hybrid damper with steel slit plates enhanced by friction mechanism. Thin-Walled Struct., 182, 2023, 110249.
Zhou, X., Huang, Y., Ke, K., et al. Large-size shape memory alloy plates subjected to cyclic tension: towards novel self-centring connections in steel frames. Thin-Walled Struct., 185, 2023, 110591.
Wang, H., Huo, J., Elchalakani, M., et al. Dynamic performance of retrofitted steel beam-column connections subjected to impact loadings. J. Constr. Steel Res., 183, 2021, 106732.
Kukla, D., Kozlowski, A., Parametric study of steel flush and extended end-plate joints under column loss scenario. Eng. Struct., 237, 2021, 112204.
Alrubaidi, M., Elsanadedy, H., Abbas, H., et al. Investigation of different steel intermediate moment frame connections under column-loss scenario. Thin-Walled Struct., 154, 2020, 106875.
Dinu, F., Marginean, I., Dubina, D., Experimental testing and numerical modelling of steel moment-frame connections under column loss. Eng. Struct. 151 (2017), 861–878.
Xu, M., Gao, S., Guo, L., et al. Study on collapse mechanism of steel frame with CFST-columns under column-removal scenario. J. Constr. Steel Res. 141 (2018), 275–286.
Wang, H., Huo, J., Liu, Y., et al. Dynamic performance of composite beam-column connections subjected to impact loadings. J. Constr. Steel Res., 178, 2021, 106498.
Jaspart, J.P., K W., Design of Joints in Steel and Composite Structures. 2016, Ernst & Sohn, a Wiley branch, Brussels, Belgium.
BS EN 1993-1-1: 2006, Eurocode 3: Design of Steel Structures — Part 1–1: General Rules and Rules for Buildings. 2006, European Committee for Standardization, Brussels, Belgium.
Meng, B., Li, F., Zhong, W., et al. Strengthening strategies against the progressive collapse of steel frames with extended end-plate connections. Eng. Struct., 274, 2023, 115154.
Zheng, L., Wang, W.-D., Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario. J. Constr. Steel Res., 190, 2022, 107151.
Advanced Steel Construction, Wang, F., Yang, J., Pan, Z., Progressive collapse behaviour of steel framed substructures with various beam-column connections. Eng. Fail. Anal., 109, 2020, 104399.
Izzuddin, B., Vlassis, A., Elghazouli, A., et al. Progressive collapse of multi-storey buildings due to sudden column loss—part I: simplified assessment framework. Eng. Struct. 30 (2008), 1308–1318.
Vlassis, A., Izzuddin, B., Elghazouli, A., et al. Progressive collapse of multi-storey buildings due to sudden column loss—part II: application. Eng. Struct. 30 (2008), 1424–1438.
Geuzaine, M., Jaspart, J.-P., Demonceau, J.-F., et al. Influence of a small flexibility of connections on the elastic structural response of frames. J. Struct. Eng., 148, 2022, 04022033.
Golea, T., Jaspart, J.-P., Demonceau, J.-F., Characterisation of the behaviour of beam-to-column steel joints up to failure. Adv. Steel Constr. 18 (2022), 679–686.
Golea, T., Corman, A., Mathieu, J., et al. An innovative mechanical model for structural steel joints. Eng. Struct., 277, 2023, 115459.
Zhang, H., Zhou, X., Ke, K., et al. Hybrid self-centering connection employing energy dissipation sequences: experimental study and a structural seismic demand perspective. J. Struct. Eng., 149, 2023, 04023157.
Zhang, H., Zhou, X., Ke, K., et al. Self-centring hybrid-steel-frames employing energy dissipation sequences: insights and inelastic seismic demand model. J. Build. Eng., 63, 2023, 105451.
Meng, B., Zhong, W., Hao, J., et al. Calculation of the resistance of an unequal span steel substructure against progressive collapse based on the component method. Eng. Struct. 182 (2019), 13–28.
D'Antimo, M., Latour, M., Rizzano, G., et al. Experimental and numerical assessment of steel beams under impact loadings. J. Constr. Steel Res. 158 (2019), 230–247.
Yan, S., Rasmussen, K.J., Generalised component method-based finite element analysis of steel frames. J. Constr. Steel Res., 187, 2021, 106949.
He, Y., Xiang, S., Zhou, X., A reinforcing protection for steel parking-structure column under vehicular impact and design method. Thin-Walled Struct., 183, 2023, 110368.
Xiang, S., He, Y., Zhou, X., et al. Continuous twice-impact analysis of steel parking structure columns. J. Constr. Steel Res., 187, 2021, 106989.
Xiang, S., He, Y., Zhou, X., Behaviour and failure modes of steel parking structure column under transverse impact. Thin-Walled Struct., 167, 2021, 108163.
Bao, Y., Wierzbicki, T., On fracture locus in the equivalent strain and stress triaxiality space. Int. J. Mech. Sci. 46 (2004), 81–98.
Yan, S., Zhao, X., A fracture criterion for fracture simulation of ductile metals based on micro-mechanisms. Theor. Appl. Fract. Mech. 95 (2018), 127–142.
Li, D., Uy, B., Wang, J., et al. Behaviour and design of grade 10.9 high-strength bolts under combined actions. Steel. Compos. Struct. 35 (2020), 327–341.
Damian, K., Tomasz, S., Numerical analysis of steel double side joints with flush and extended end plate under accidental situation. Ce/papers. 4 (2021), 77–84.
Xiang, S., He, Y., Zhou, X., Simplified analytical procedure to calculate the impact behaviour of steel parking-structure columns. Structures. 46 (2022), 1938–1954.
Duan, L., Chen, W.-F., A yield surface equation for doubly symmetrical sections. Eng. Struct. 12 (1990), 114–119.
Demonceau, J.-F., Cerfontaine, F., Jaspart, J.-P., Resistance of steel and composite connections under combined axial force and bending including group effects: analytical procedures and comparison with laboratory tests. J. Constr. Steel Res. 160 (2019), 320–331.
Xiang, S., He, Y., Zhou, X., Performance assessment of steel parking structure columns subjected to frontal collision based on reduced vehicular models. Eng. Struct., 265, 2022, 114517.
GB 50017–2017, Standard for Design of Steel Structures. 2017, China Architecture & Building Press, Beijing (in Chineses).
BS EN 1991–-1-7:2006, Eurocode 1: Actions on Structures — Part 1–7: General Actions — Accidental Actions. 2006, European Committee for Standardization, Brussels, Belgium.
BS EN 14010: 2003 +A1: 2009, Safety of Machinery — Equipment for Power Driven Parking of Motor Vehicles — Safety and EMC Requirements for Design, Manufacturing, Erection and Commissioning Stages. 2009, European Committee for Standardization, Brussels, Belgium.
