Abstract
This paper investigates the impact of explicit initial geometric imperfections on the seismic response of wide flange steel column sections in moment resisting frames. Ten wide-flange sections (five light and five stocky) were chosen in the parametric investigation. The columns were subjected to a combined effect of axial load and lateral cyclic displacement protocol as per ASCE guidelines. Target axial load ranging from 20 to 100 of the column axial capacity was chosen to cover a wide range of axial loads employed in practice. Nonlinear finite element was used to conduct the analyses throughout the paper. The theoretical models were validated against available experimental data. The study indicated that the reduction in the drift angle capacity of the imperfect compared to the straight sections is approximately ranging between 0% and 60% for various axial load ratios. Results has also revealed that the effect of imperfection is more pronounced for stocky steel sections under high axial load ratios, although other sections responded in a variable degrees. Design recommendations were proposed to aid in better simulation of advanced structural analyses.
Similar content being viewed by others
References
AISC. (2014). Steel Construction Manual. American Institute of Steel Construction.
AISC. (2016). Seismic Provisions for Structural Steel Buildings. American Institute of steel construction.
ASTM International. (2013). Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling. ASTM International.
Abaqus, V. (2018). 2019 documentation. Dassault Systemes Simulia Corporation, 651, 2018–9.
Banno, S., Mamaghani, I. H., Usami, T., & Mizuno, E. (1998). Cyclic elastoplastic large deflection analysis of thin steel plates. Journal of Engineering Mechanics, 124(4), 363–370.
Chajes, A. (1974). Eccentrically loaded columns. Journal of the Structural Division, 100(2), 493–498.
Chi, B., & Uang, C.-M. (2002). Cyclic response and design recommendations of reduced beam section moment connections with deep columns. Journal of Structural Engineering, 128(4), 464–473.
Dou, C., & Pi, Y.-L. (2016). Effects of geometric imperfections on flexural buckling resistance of laterally braced columns. Journal of Structural Engineering, 142(9), 04016048.
Fang, C., Ping, Y., & Chen, Y. (2020). Loading protocols for experimental seismic qualification of members in conventional and emerging steel frames. Earthquake Engineering & Structural Dynamics, 49(2), 155–174.
Fang, C., Zhou, F., & Wu, W. (2018). Performance of elliptical hollow sections under combined compression and cyclic bending. Journal of Structural Engineering, 144(8), 04018102.
Fogarty, J., & El-Tawil, S. (2016). Collapse resistance of steel columns under combined axial and lateral loading. Journal of Structural Engineering, 142(1), 04015091.
Hassan, M., Salawdeh, S., & Goggins, J. (2018). Determination of geometrical imperfection models in finite element analysis of structural steel hollow sections under cyclic axial loading. Journal of Constructional Steel Research, 141, 189–203.
Kaufmann, E., Metrovich, B., & Pense, A. (2001). Characterization of Cyclic Inelastic Strain Behavior on Properties of a572 gr. 50 and a913 gr. 50 Rolled Sections
Kim, J., Lee, Y., & Choi, H. (2011). Progressive collapse resisting capacity of braced frames. The Structural Design of Tall and Special Buildings, 20(2), 257–270.
Lemaitre, J., & Chaboche, J.-L. (1994). Mechanics of Solid Materials. Cambridge University Press.
Lui, E. M. (1992). Geometrical imperfections on inelastic frame behavior. Journal of Structural Engineering, 118(5), 1408–1415.
Newell, J. D., & Uang, C.-M. (2006). Cyclic Behavior of Steel Columns with Combined High Axial Load and Drift Demand. Department of Structural Engineering, University of California.
Ricles, J. M., Mao, C., Lu, L.-W., & Fisher, J. W. (2003). Ductile details for welded unreinforced moment connections subject to inelastic cyclic loading. Engineering Structures, 25(5), 667–680.
Salman, N. N., & Issa, M. A. (2019). Displacement capacities of h-piles in integral abutment bridges. Journal of Bridge Engineering, 24(12), 04019122.
Seif, M., & Schafer, B. (2014). Design of locally slender structural steel columns. Journal of Structural Engineering, 140(4), 04013086.
Shayan, S., Rasmussen, K. J., & Zhang, H. (2014). On the modelling of initial geometric imperfections of steel frames in advanced analysis. Journal of Constructional Steel Research, 98, 167–177.
Surovek, A. E., & Johnson, J. (2008). Effects of nonverticality on steel framing systems-implications for design. Engineering Journal-American Institute of Steel Construction, 45(1), 73.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Salman, N., Al-Habbobi, A. & Habelalmateen, M. Effect of Global Geometric Imperfections on the Cyclic Response of Moment Resisting Frame Columns. Int J Steel Struct 23, 823–833 (2023). https://doi.org/10.1007/s13296-023-00733-3
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13296-023-00733-3