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Modeling of composite MRFs with CFT columns and WF beams

  • Herrera, Ricardo A. (Dept of Civil Engineering, University of Chile) ;
  • Muhummud, Teerawut (Dept of Civil Technology Education, King Mongkut's University of Technology Thonburi) ;
  • Ricles, James M. (Dept. of Civil and Environmental Engineering, Lehigh Univ.) ;
  • Sause, Richard (Dept. of Civil and Environmental Engineering, Lehigh Univ.)
  • Received : 2022.03.15
  • Accepted : 2022.04.16
  • Published : 2022.05.10

Abstract

A vast amount of experimental and analytical research has been conducted related to the seismic behavior and performance of concrete filled steel tubular (CFT) columns. This research has resulted in a wealth of information on the component behavior. However, analytical and experimental data for structural systems with CFT columns is limited, and the well-known behavior of steel or concrete structures is assumed valid for designing these systems. This paper presents the development of an analytical model for nonlinear analysis of composite moment resisting frame (CFT-MRF) systems with CFT columns and steel wide-flange (WF) beams under seismic loading. The model integrates component models for steel WF beams, CFT columns, connections between CFT columns and WF beams, and CFT panel zones. These component models account for nonlinear behavior due to steel yielding and local buckling in the beams and columns, concrete cracking and crushing in the columns, and yielding of panel zones and connections. Component tests were used to validate the component models. The model for a CFT-MRF considers second order geometric effects from the gravity load bearing system using a lean-on column. The experimental results from the testing of a four-story CFT-MRF test structure are used as a benchmark to validate the modeling procedure. An analytical model of the test structure was created using the modeling procedure and imposed-displacement analyses were used to reproduce the tests with the analytical model of the test structure. Good agreement was found at the global and local level. The model reproduced reasonably well the story shear-story drift response as well as the column, beam and connection moment-rotation response, but overpredicted the inelastic deformation of the panel zone.

Keywords

Acknowledgement

The research reported herein was supported by the National Science Foundation (Grant. No. CMS-9905870) and by a grant from the Pennsylvania Department of Community and Economic Development through the Pennsylvania Infrastructure Technology Alliance. The opinions expressed in this paper are those of the authors and do not necessarily reflect the views of the sponsors.

References

  1. AISC (2005), ANSI/AISC 341-05: Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA.
  2. AISC (2017), Steel Construction Manual (15th Edition), American Institute of Steel Construction, Chicago, IL, USA.
  3. COMSOL Inc. (2013), COMSOL - Software for Multiphysics Simulation, COMSOL Group, Stockholm, Sweden. http://www.comsol.com
  4. Dexter, R., Graeser, M., Saari, W., Pascoe, C., Gardner, C. and Galambos, T. (2000), Structural Shape Material Property Survey, Final Report, prepared for the Structural Shapes Producers Council by the University of Minnesota, Department of Civil Engineering, Minneapolis, MN, USA.
  5. FEMA (2003), NEHRP Recommended Provisions for New Buildings and Other Structures. Part 1-Provisions, Rep. No. FEMA 450, Washington, DC, USA.
  6. Fujimoto, T., Nishiyama, I., Mukai, A. and Baba, T. (1996), "Test results of concrete filled steel tubular beam-columns", Proceedings of the Third US-Japan Joint Technical Coordinating Committee on Composite and Hybrid Structures, Hong Kong, China.
  7. Hajjar, J.F., Molodan, A. and Schiller, P.H. (1998a), "A distributed plasticity model for cyclic analysis of concrete-filled steel tube beam-columns and composite frames", Eng. Struct., 20(4-6), 398-412. https://doi.org/10.1016/S0141-0296(97)00020-5.
  8. Hajjar, J.F., Schiller, P.H. and Molodan, A. (1998b), "A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip", Eng. Struct., 20(8), 663-676. https://doi.org/10.1016/S0141-0296(97)00107-7.
  9. Herrera, R., Ricles, J.M. and Sause, R. (2008), "Seismic performance evaluation of a large-scale composite MRF using pseudodynamic testing", J. Struct. Eng. ASCE, 134(2), 279-288. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:2(279).
  10. Inai, E. and Sakino, K. (1996), "Simulation of flexural behavior of square concrete filled steel tubular columns", Proceedings of the Third US-Japan Joint Technical Coordinating Committee on Composite and Hybrid Structures, Hong Kong, China.
  11. Kanatani, H., Tabuchi, M., Kamba, T., Hsiaolien, J. and Ishikawa, M. (1987), "A study on concrete filled RHS column to H-beam connections fabricated with HT bolts in rigid frames," Proceedings of the First Composite Construction in Steel and Concrete Conference, Engineering Foundation, Henniker, NH, USA.
  12. Kim, T., Whittaker, A.S., Gilani, A.S.J., Bertero, V.V. and Takhirov, S.M. (2000), Cover-Plate and Flange-Plate Reinforced Steel Moment Resisting Connections, Report No. PEER 2000/07, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA, USA.
  13. Koester, B. (2000), Panel Zone Behavior of Moment Connections Between Rectangular Concrete-Filled Steel Tubes and Wide Flange Beams, Ph.D. Dissertation, Dept. of Civil and Environmental Engineering, University of Texas, Austin, TX, USA.
  14. Mehanny, S.S.F. and Deierlein G.G. (2001), "Seismic damage and collapse assessment of composite moment frames", J. Struct. Eng. ASCE, 127(9), 1045-1053. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1045).
  15. Muhummud, T. (2004), Seismic Behavior and Design of Composite SMRFs with Concrete Filled Steel Tubular Columns and Steel Wide Flange Beams, Ph.D. Dissertation, Dept. of Civil and Environmental Engineering, Lehigh University, Bethlehem, PA, USA.
  16. Peng, S.W., Ricles, J.M. and Lu, L.W. (2001), Seismic Resistant Connections for Concrete Filled Column-to-WF Beam Moment Resisting Frames, ATLSS Report No. 01-08, Lehigh University, Bethlehem, PA, USA.
  17. Prakash, V., Powell, G.H. and Campbell, S. (1993), DRAIN-2DX Base Program Description and User Guide, Report No. UCB/SEMM-93/17&18, Department of Civil Engineering, University of California, Berkeley, CA, USA.
  18. Ricles, J.M., Mao, C., Lu, L. and Fisher, J. (2002), "Inelastic cyclic testing of welded unreinforced moment connections", J. Struct. Eng. ASCE, 128(4), 429-440. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(429).
  19. Ricles, J.M., Peng, S.W. and Lu, L.W. (2004), "Seismic behavior of composite concrete filled steel tube column-wide flange beam moment connections", J. Struct. Eng. ASCE, 130(2), 223-232. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(223).
  20. SAC (1997), Connection Test Summaries, Report No. FEMA-289 or SAC-96-02, SAC Joint Venture, CA, USA.
  21. Swanson, J.A. and Leon, R. (2001). "Stiffness modeling of bolted T-stub connection components", J. Struct. Eng. ASCE, 127(5), 498-505. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:5(498).
  22. Tomii, M. and Sakino, K. (1979), "Experiment studies on the ultimate moment of concrete filled square steel tubular beam-columns", Trans. Archit. Inst. of Japan, 275, 55-63.
  23. Varma, A.H., Ricles, J.M., Sause, R. and Lu, L.W. (2004), "Seismic behavior and design of high strength square concrete-filled steel tube beam-columns", J. Struct. Eng. ASCE, 130(2), 169-179. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(169).
  24. Varma, A.H., Ricles, J.M., Sause, R. and Lu, L.W. (2002), "Experimental Behavior of High Strength Square CFT Beam-Columns", J. Struct. Eng. ASCE, 128(3), 309-318. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:3(309).
  25. Varma, A.H., Sause, R., Ricles, J.M. and Li, Q. (2005), "Development and validation of fiber model for high-strength square concrete-filled steel tube beam-columns", ACI Struct. J., 102(1), 73-84. https://doi.org/10.14359/13532.
  26. Zhang, W. and Shahrooz, B.M. (1997), Analytical and Experimental Studies into Behavior of Concrete-Filled Tubular Columns, Report No. UC-CII 97/01, Cincinnati Infrastructure Institute, University of Cincinnati, Cincinnati, OH, USA.