Experimental Investigation of Beam-Through Steel Frames with Self-Centering Modular Panels
Publication: Journal of Structural Engineering
Volume 143, Issue 5
Abstract
The beam-through steel frame with self-centering modular panels (BTSF-SCMPs) is a new seismic load–resisting system that combines the ease of assembly of the beam-through main frame with the lateral stiffness and recentering capabilities of SCMPs. The SCMP is designed as a posttensioned steel moment-resisting frame, and in this study, three types of SCMPs with slightly different configurations were fabricated and tested. Columns of the main frame are floor-by-floor connected to the through beam, whereas the prefabricated SCMPs are installed to the prespecified bays of the main frame. Tension-only bracings installed to the main frame or SCMP are intended to serve as replaceable fuse elements. A series of experimental tests were conducted to investigate the cyclic loading behavior of the BTSF-SCMPs with three different types of SCMPs. The experimental results show that the BTSF-SCMP is capable of recentering upon unloading while retaining moderate energy dissipation capacity provided by the tension-only bracings. Also, because of the SCMP, after severe cyclic loading, the BTSF-SCMP system with newly replaced bracings and reused main frame exhibits almost identical stiffness, strength, and recentering ability as that of the original system.
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Acknowledgments
Financial support for this study was provided by the State Key Laboratory of Disaster Reduction in Civil Engineering under Open Fund Award No. SLDRCE14-04 and the “Shuguang Program” supported by the Shanghai Education Development Foundation and Shanghai Municipal Education Commission. Any opinions, findings, conclusions, and recommendations presented in this paper are those of the authors and do not necessarily reflect the views of the sponsors.
References
AISC. (2010a). “Code of standard practice for steel buildings and bridges.” AISC 303-10, Chicago.
AISC. (2010b). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10, Chicago.
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
Christopoulos, C., Filiatrault, A., and Folz, B. (2002a). “Seismic response of self-centering hysteretic SDOF systems.” Earthquake Eng. Struct. Dyn., 31(5), 1131–1150.
Christopoulos, C., Filiatrault, A., Uang, C. M., and Folz, B. (2002b). “Posttensioned energy dissipating connections for moment-resisting steel frame.” J. Struct. Eng., 1111–1120.
Clayton, P. M. (2013). “Self-centering steel plate shear wall: Subassembly and full-scale testing.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle.
Clayton, P. M., et al. (2016). “Self-centering steel plate shear walls for improving seismic resilience.” Front. Struct. Civ. Eng., 10(3), 283–290.
Clayton, P. M., Berman, J. W., and Lowes, L. N. (2012a). “Seismic design and performance of self-centering steel plate shear walls.” J. Struct. Eng., 22–30.
Clayton, P. M., Berman, J. W., and Lowes, L. N. (2013). “Subassembly testing and modeling of self-centering steel plate shear walls.” Eng. Struct., 56, 1848–1857.
Clayton, P. M., Winkley, T. B., Berman, J. W., and Lowes, L. N. (2012c). “Experimental investigation of self-centering steel plate shear walls.” J. Struct. Eng., 952–960.
Dowden, D. M., Purba, R., and Bruneau, M. (2012). “Behavior of self-centering steel plate shear walls and design considerations.” J. Struct. Eng., 11–21.
Eatherton, M. R., and Hajjar, J. F. (2011). “Residual drifts of self-centering systems including effects of ambient building resistance.” Earthquake Spectra, 27(3), 719–744.
El-Sheikh, M. T., Sause, R., Pessiki, S., and Lu, L.-W. (1999). “Seismic behavior and design of unbonded post-tensioned precast concrete frames.” PCI J., 44(3), 54–71.
Fang, C., Yam, M. C. H., Lam, A. C. C., and Xie, L. K. (2014). “Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts.” J. Constr. Steel Res., 94, 122–136.
Fang, C., Yam, M. C. H., Lam, A. C. C., and Zhang, Y. Y. (2015). “Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices.” Smart Mater. Struct., 24(7), .
Garlock, M. (2002). “Design, analysis, and experimental behavior of seismic resistant post-tensioned steel moment resisting frames.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA.
Garlock, M., Ricles, J., and Sause, R. (2005). “Experimental studies of full-scale posttensioned steel connections.” J. Struct. Eng., 438–448.
Garlock, M., Sause, R., and Ricles, J. (2007). “Behavior and design of posttensioned steel frame systems.” J. Struct. Eng., 389–399.
Kurama, Y., Sause, R., Pessiki, S., and Lu, L. W. (1999). “Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls.” ACI Struct. J., 96(4), 622–632.
Li, R. P., Zhang, Y. F., and Tong, L. W. (2014). “Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse device.” Front. Struct. Civ. Eng., 8(4), 414–426.
Priestly, M. J. N. (1991). “An overview of PRESSS research program.” PCI J., 36(4), 50–57.
Ricles, J., Sause, R., Peng, S., and Lu, L. (2002). “Experimental evaluation of earthquake resistant posttensioned steel connections.” J. Struct. Eng., 850–859.
Rojas, P., Ricles, J., and Sause, R. (2005). “Seismic performance of post-tensioned steel moment resisting frames with friction devices.” J. Struct. Eng., 529–540.
Seo, C. Y., and Sause, R. (2005). “Ductility demands on self-centering systems under earthquake loading.” ACI Struct. J., 102(2), 275–285.
Wang, W., Chan, T. M., and Shao, H. L. (2015a). “Seismic performance of beam-column joints with SMA tendons strengthened by steel angles.” J. Constr. Steel Res., 109, 61–71.
Wang, W., Chan, T. M., Shao, H. L., and Chen, Y. Y. (2015b). “Cyclic behavior of connections equipped with NiTi shape memory alloy and steel tendons between H-shaped beam to CHS column.” Eng. Struct., 88, 37–50.
Wang, W., Zhou, Q., Chen, Y. Y., Tong, L. W., and Chan, T. M. (2013). “Experimental and numerical investigation on full-scale tension-only concentrically braced steel beam-through frames.” J. Constr. Steel Res., 80, 369–385.
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©2017 American Society of Civil Engineers.
History
Received: Jan 25, 2016
Accepted: Nov 2, 2016
Published ahead of print: Jan 22, 2017
Published online: Jan 23, 2017
Published in print: May 1, 2017
Discussion open until: Jun 23, 2017
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