Technical Papers
Jun 4, 2018

Application of an Innovative SMA Ring Spring System for Self-Centering Steel Frames Subject to Seismic Conditions

Publication: Journal of Structural Engineering
Volume 144, Issue 8

Abstract

This paper presents an innovative shape memory alloy (SMA) ring spring system used for high-performance steel beam-to-column connections. The ring spring system, which includes a series of SMA outer rings and high-strength alloy inner rings stacked in alternation with mating tapered faces, is used in conjunction with high-strength bolts in typical extended end-plate connections to achieve favorable self-centering and energy dissipation response while ensuring ease of construction. An experimental investigation on three proof-of-concept connection specimens with varying SMA ring thicknesses and bolt preload levels is conducted first, where the key properties, including strength, stiffness, ductility, self-centering capability, and energy dissipation, are discussed in detail. Following the experimental program, a three-dimensional (3D) numerical study is carried out that enables a more in-depth interpretation of the test results and supports the design of full-scale self-centering connections for a prototype steel moment frame. A system-level time-history analysis is then performed on the frame with various layouts of the SMA connections, and it is shown that, compared with a conventional steel frame, the structure with the SMA connections exhibits comparable maximum interstory drifts but significantly reduced residual drifts. The results also reveal that a reasonable balance between structural performance and cost may be achieved by an appropriate arrangement of the SMA connections within the structure.

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Acknowledgments

The financial support from the Natural Science Foundation of China (NSFC) with Grant Nos. 51778456 and 51778459 is gratefully acknowledged. The study was also supported by the Collaborative Research Project under International Joint Research Laboratory of Earthquake Engineering at Tongji University and by the Fundamental Research Funds for the Central Universities.

References

ABAQUS. 2012. Analysis user’s manual: Version 6.12. Waltham, MA: Dassault Systèmes.
Abolmaali, A., J. Treadway, P. Aswath, F. K. Lu, and E. McCarthy. 2006. “Hysteresis behavior of t-stub connections with superelastic shape memory fasteners.” J. Construct. Steel Res. 62 (8): 831–838. https://doi.org/1016/j.jcsr.2005.11.017.
AISC. 2010. Seismic provisions for structural steel buildings. Chicago, IL: AISC.
Auricchio, F. 2001. “A robust integration-algorithm for a finite strain shape-memory-alloy superelastic model.” Int. J. Plast. 17 (7): 971–990. https://doi.org/1016/S0749-6419(00)00050-4.
Bhuiyan, A. R., and M. S. Alam. 2013. “Seismic performance assessment of highway bridges equipped with superelastic shape memory alloy-based laminated rubber isolation bearing.” Eng. Struct. 49: 396–407. https://doi.org/1016/j.engstruct.2012.11.022.
Billah, A. H. M. M., and M. Alam. 2016. “Performance-based seismic design of shape memory alloy-reinforced concrete bridge piers. I: Development of performance-based damage states.” J. Struct. Eng. 142 (12): 04016140. https://doi.org/1061/(ASCE)ST.1943-541X.0001458.
CEN (European Committee for Standardization). 2004. Design of structures for earthquake resistance: I: General rules, seismic actions and rules for buildings. Eurocode 8. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2005. Design of steel structures: Part 1-8: Design of joints. Eurocode 3. Brussels, Belgium: CEN.
Chang, W. S., and Y. Araki. 2016. “Use of shape-memory alloys in construction: A critical review.” Proc. ICE Civ. Eng. 169 (2): 87–95. https://doi.org/10.1680/jcien.15.00010.
Chen, Q., and B. Andrawes. 2017. “Cyclic stress-strain behavior of concrete confined with NiTiNb-shape memory alloy spirals.” J. Struct. Eng. 143 (5): 04017008. https://doi.org/1061/(ASCE)ST.1943-541X.0001728.
DesRoches, R., B. Taftali, and B. R. Ellingwood. 2010. “Seismic performance assessment of steel frames with shape memory alloy connections. I: Analysis and seismic demands.” J. Earthquake Eng. 14 (4): 471–486. https://doi.org/1080/13632460903301088.
Dimopoulos, A. I., T. L. Karavasilis, G. Vasdravellis, and B. Uy. 2013. “Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins.” Bull. Earthquake Eng. 11 (5): 1797–1816. https://doi.org/10.1007/s10518-013-9437-4.
Eatherton, M., and J. F. Hajjar. 2011. “Residual drifts of self-centering systems including effects of ambient building resistance.” Earthquake Spectra 27 (3): 719–744. https://doi.org/1193/1.3605318.
Fang, C., W. Wang, C. He, and Y. Y. Chen. 2017. “Self-centring behaviour of steel and steel-concrete composite connections equipped with NiTi SMA bolts.” Eng. Struct. 150: 390–408. https://doi.org/1016/j.engstruct.2017.07.067.
Fang, C., M. C. H. Yam, A. C. C. Lam, and L. K. Xie. 2014. “Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts.” J. Constr. Steel Res. 94: 122–136. https://doi.org/1016/j.jcsr.2013.11.008.
Fang, C., M. C. H. Yam, A. C. C. Lam, and Y. Y. Zhang. 2015a. “Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices.” Smart Mater. Struct. 24 (7): 075024. https://doi.org/1088/0964-1726/24/7/075024.
Fang, C., M. C. H. Yam, H. W. Ma, and K. F. Chung. 2015b. “Tests on superelastic Ni-Ti SMA bars under cyclic tension and direct-shear: Towards practical recentring connections.” Mater. Struct. 48 (4): 1013–1030. https://doi.org/1617/s11527-013-0212-4.
FEMA. 2012. Seismic performance assessment of buildings. Vol. 1: Methodology. FEMA P-58-1. Washington, DC: FEMA.
Garlock, M. M., J. M. Ricles, and R. Sause. 2005. “Experimental studies of full-scale posttensioned steel connections.” J. Struct. Eng. 131 (3): 438–448. https://doi.org/1061/(ASCE)0733-9445(2005)131:3(438).
Guo, A., Q. Zhao, and H. Li. 2012. “Experimental study of a highway bridge with shape memory alloy restrainers focusing on the mitigation of unseating and pounding.” Earthquake Eng. Eng. Vib. 11 (2): 195–204. https://doi.org/1007/s11803-012-0110-8.
Gur, S., and S. K. Mishra. 2013. “Multi-objective stochastic-structural-optimization of shape-memory-alloy assisted pure-friction bearing for isolating building against random earthquakes.” Soil Dyn. Earthquake Eng. 54: 1–16. https://doi.org/1016/j.soildyn.2013.07.013.
ISO. 2009. Metallic materials: Tensile testing: Part 1: Method of test at room temperature. ISO 6892-1. Geneva, Switzerland: ISO.
Jani, J. M., M. Leary, A. Subic, and M. A. Gibson. 2014. “A review of shape memory alloy research, applications and opportunities.” Mater. Des. 56: 1078–1113. https://doi.org/1016/j.matdes.2013.11.084.
Jennings, E., and J. W. van de Lindt. 2014. “Numerical retrofit study of light-frame wood buildings using shape memory alloy devices as seismic response modification devices.” J. Struct. Eng. 140 (7): 04014041. https://doi.org/1061/(ASCE)ST.1943-541X.0000953.
Lagoudas, D. C. 2008. Shape memory alloys: Modeling and engineering applications. New York, NY: Springer.
Lin, Y. C., R. Sause, and J. M. Ricles. 2013a. “Seismic performance of a large-scale steel self-centering moment resisting frame: MCE hybrid simulations and quasi-static pushover tests.” J. Struct. Eng. 139 (7): 1227–1236. https://doi.org/1061/(ASCE)ST.1943-541X.0000661.
Lin, Y. C., R. Sause, and J. M. Ricles. 2013b. “Seismic performance of a steel self-centering moment resisting frame: Hybrid simulations under design basis earthquake.” J. Struct. Eng. 139 (11): 1823–1832. https://doi.org/1061/(ASCE)ST.1943-541X.0000745.
Ma, H., T. Wilkinson, and C. Cho. 2007. “Feasibility study on a self-centering beam-to-column connection by using the superelastic behavior of SMAs.” Smart Mater. Struct. 16 (5): 1555–1563. https://doi.org/1088/0964-1726/16/5/008.
Massah, S. R., and H. Dorvar. 2014. “Design and analysis of eccentrically braced steel frames with vertical links using shape memory alloys.” Smart Mater. Struct. 23 (11): 115015. https://doi.org/1088/0964-1726/23/11/115015.
Mazzoni, S., F. McKenna, M. Scott, and G. Fenves. 2006. Open system for earthquake engineering simulation (OpenSees): User command language manual. Berkeley, CA: Pacific Earthquake Engineering Research Center, Univ. of California.
Miller, D. K. 1998. “Lessons learned from the Northridge earthquake.” Eng. Struct. 20 (4–6): 249–260. https://doi.org/1016/S0141-0296(97)00031-X.
Moradi, S., and M. S. Alam. 2014. “Feasibility study of utilizing superelastic shape memory alloy plates in steel beam-column connections for improved seismic performance.” J. Intell. Mater. Syst. Struct. 26 (4): 463–475. https://doi.org/1177/1045389X14529032.
Nakashima, M., K. Inoue, and M. Tada. 1998. “Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake.” Eng. Struct. 20 (4–6): 271–281. https://doi.org/1016/S0141-0296(97)00019-9.
Qiu, C., and S. Zhu. 2017a. “Performance-based seismic design of self-centering steel frames with SMA-based braces.” Eng. Struct. 130: 67–82. https://doi.org/1016/j.engstruct.2016.09.051.
Qiu, C., and S. Zhu. 2017b. “Shake table test and numerical study of self-centering steel frame with SMA braces.” Earthquake. Eng. Struct. Dyn. 46 (1): 117–137. https://doi.org/10.1002/eqe.2777.
Ricles, J. M., R. Sause, M. Garlock, and C. Zhao. 2001. “Post-tensioned seismic resistant connections for steel frames.” J. Struct. Eng. 127 (2): 113–121. https://doi.org/1061/(ASCE)0733-9445(2001)127:2(113).
Silwal, B., R. J. Michael, and O. E. Ozbulut. 2015. “A superelastic viscous damper for enhanced seismic performance of steel moment frames.” Eng. Struct. 105: 152–164. https://doi.org/1016/j.engstruct.2015.10.005.
Somerville, P. 1997. Development of ground motion time histories for phase 2 of the FEMA/SAC steel project. Sacramento, CA: SAC Joint Venture.
Speicher, M. S., R. DesRoches, and R. T. Leon. 2011. “Experimental results of a NiTi shape memory alloy (SMA)-based recentering beam-column connection.” Eng. Struct. 33 (9): 2448–2457. https://doi.org/1016/j.engstruct.2011.04.018.
Sultana, P., and M. A. Youssef. 2016. “Seismic performance of steel moment resisting frames utilizing superelastic shape memory alloys.” J. Construct. Steel Res. 125: 239–251. https://doi.org/1016/j.jcsr.2016.06.019.
Tamai, H., Y. Kitagawa, and T. Fukuta. 2004. “Application of SMA rods to exposed-type column bases in smart structural systems.” In Proc., 13th World Conf. on Earthquake Engineering. Ottawa, Ontario, Canada: Canadian Association for Earthquake Engineering.
Tazarv, M., and M. Saiid Saiidi. 2015. “Reinforcing NiTi superelastic SMA for concrete structures.” J. Struct. Eng. 141 (8): 04014197. https://doi.org/1061/(ASCE)ST.1943-541X.0001176.
Wang, W., T. M. Chan, and H. L. Shao. 2015a. “Seismic performance of beam-column joints with SMA tendons strengthened by steel angles.” J. Constr. Steel Res. 109: 61–71. https://doi.org/1016/j.jcsr.2015.02.011.
Wang, W., T. M. Chan, H. L. Shao, and Y. Y. Chen. 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. https://doi.org/1016/j.engstruct.2015.01.028.
Wang, W., C. Fang, and J. Liu. 2016. “Large size superelastic SMA bars: Heat treatment strategy, mechanical property and seismic application.” Smart Mater. Struct. 25 (7): 075001. https://doi.org/1088/0964-1726/25/7/075001.
Wang, W., C. Fang, and J. Liu. 2017. “Self-centering beam-to-column connections with combined superelastic SMA bolts and steel angles.” J. Struct. Eng. 143 (2): 04016175. https://doi.org/1061/(ASCE)ST.1943-541X.0001675.
Wood, A., I. Noy, and M. Parker. 2016. “The Canterbury rebuild five years on from the Christchurch earthquake.” Reserve Bank N. Z. Bull. 79 (3): 1–16.
Yam, M. C. H., C. Fang, A. C. C. Lam, and Y. Y. Zhang. 2015. “Numerical study and practical design of beam-to-column connections with shape memory alloys.” J. Constr. Steel Res. 104: 177–192. https://doi.org/1016/j.jcsr.2014.10.017.
Yang, C. S. W., R. DesRoches, and R. T. Leon. 2010. “Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices.” Eng. Struct. 32 (2): 498–507. https://doi.org/1016/j.engstruct.2009.10.011.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 8August 2018

History

Received: Aug 30, 2017
Accepted: Mar 1, 2018
Published online: Jun 4, 2018
Published in print: Aug 1, 2018
Discussion open until: Nov 4, 2018

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Authors

Affiliations

Cheng Fang, M.ASCE
Assistant Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.
Wei Wang, M.ASCE [email protected]
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). Email: [email protected]
James Ricles, M.ASCE
P.E.
Professor, Advanced Technology for Large Structural Systems Engineering Research Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.
Xiao Yang
Graduate Student, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.
Qiuming Zhong
Graduate Student, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.
Richard Sause, M.ASCE
P.E.
Professor, Advanced Technology for Large Structural Systems Engineering Research Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.
Yiyi Chen
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

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