Seismic Performance of a Novel Single and Double Spring-Based Piston Bracing
Publication: Journal of Structural Engineering
Volume 145, Issue 2
Abstract
Concentric braced frames (CBFs) are commonly used all over the world to resist seismic forces in buildings. Buckling, however, is a major concern for CBFs, in which they lose their strength and stiffness when subjected to load reversals during earthquakes. To tackle this problem, a novel easy-to-fabricate low-cost spring-based piston bracing (SBPB) system is developed with single and double friction spring configurations. In this system, a brace member is able to carry a large magnitude of tension and compression forces using a special spring in the piston cylinder. Stable and self-centering hysteresis behavior is achieved when the system is subjected to qualifying quasi-static loading. The strain rate effect is assessed and comparable results are achieved without any performance degradation. Numerical simulation shows excellent matching with the test results. Two 4-story braced steel buildings are designed utilizing buckling-restrained braces (BRBs) and SBPB, and their performances are compared in terms of interstory drift and residual drift. The proposed system experiences zero residual deformations but relatively larger drift values when compared with BRBs.
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Acknowledgments
The financial support of the Natural Sciences and Engineering Research Council (NSERC) of Canada through a Discovery Grant was critical to conduct this study. The donation of friction springs by Ringfeder Corporation for conducting the experimental works is highly acknowledged.
References
AIR Worldwide. 2013. Study of impact and the insurance and economic cost of a major earthquake in British Columbia and Ontario/Québec. Boston: AIR Worldwide.
Antoniou, S., and R. Pinho. 2012. SeismoSignal: A computer program for signal processing of strong-motion data. Pavia, Italy: SeismoSoft.
Banihashemi, M., A. Mirzagoltabar, and H. Tavakoli. 2016. “Reliability and fragility curve assessment of steel concentrically braced frames.” Eur. J. Environ. Civ. Eng. 20 (7): 748–770. https://doi.org/10.1080/19648189.2015.1064481.
Bruneau, M., C.-M. Uang, and S. R. Sabelli. 2011. Ductile design of steel structures. New York: McGraw-Hill Professional.
Choi, E., H. Youn, K. Park, and J.-S. Jeon. 2017. “Vibration tests of precompressed rubber springs and a flag-shaped smart damper.” Eng. Struct. 132 (Feb): 372–382. https://doi.org/10.1016/j.engstruct.2016.11.050.
Christopoulos, C., R. Tremblay, H.-J. Kim, and M. Lacerte. 2008. “Self-centering energy dissipative bracing system for the seismic resistance of structures: Development and validation.” J. Struct. Eng. 134 (1): 96–107. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(96).
Clark, P. W., Frank, K., Krawinkler, H., and Shaw, R. 2002. Protocol for fabrication, inspection, testing and documentation of beam-colum connection tests and other experimental specimens. Richmond, CA: Structural Engineers Association Joint Venture.
CSA (Canadian Standards Association). 2014. Design of steel structures. CSA-S16-14. Mississauga, ON, Canada: CSA.
Dolce, M., D. Cardone, and R. Marnetto. 2000. “Implementation and testing of passive control devices based on shape memory alloys.” Earthquake Eng. Struct. Dyn. 29 (7): 945–968. https://doi.org/10.1002/1096-9845(200007)29:7%3C945::AID-EQE958%3E3.0.CO;2-.
Erochko, J., C. Christopoulos, R. Tremblay, and H. Choi. 2010. “Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05.” J. Struct. Eng. 137 (5): 589–599. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000296.
ETABS. 2016. Linear and nonlinear static and dynamic analysis and design of three-dimensional structures. Berkeley, CA: Computers and Structures.
Fahnestock, L. A., R. Sause, and J. M. Ricles. 2007. “Seismic response and performance of buckling-restrained braced frames.” J. Struct. Eng. 133 (9): 1195–1204. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1195).
FEMA. 2009. Quantification of building seismic performance factors. FEMA P695. Washington, DC: FEMA.
FitzGerald, T., T. Anagnos, M. Goodson, and T. Zsutty. 1989. “Slotted bolted connections in aseismic design for concentrically braced connections.” Earthquake Spectra 5 (2): 383–391. https://doi.org/10.1193/1.1585528.
Gao, N., J.-S. Jeon, D. E. Hodgson, and R. DesRoches. 2016. “An innovative seismic bracing system based on a superelastic shape memory alloy ring.” Smart Mater. Struct. 25 (5): 055030. https://doi.org/10.1088/0964-1726/25/5/055030.
Grande, E., and A. Rasulo. 2013. “Seismic assessment of concentric X-braced steel frames.” Eng. Struct. 49 (Apr): 983–995. https://doi.org/10.1016/j.engstruct.2013.01.002.
Gray, M., C. Christopoulos, J. Packer, and D. Lignos. 2014. “Development, validation, and modeling of the new cast steel yielding brace system.” In Proc., 20th Analysis and Computation Specialty Conf. Reston, VA: ASCE.
Haque, A. R., and M. S. Alam. 2017. “Hysteretic behaviour of a piston based self-centering (PBSC) bracing system made of superelastic SMA bars: A feasibility study.” Structures 12: 102–114. https://doi.org/10.1016/j.istruc.2017.08.004.
Herrmann, A. W. 2013. “ASCE 2013 report card for America’s infrastructure.” In Vol. 99 of IABSE Symp., 9–10. Zurich, Switzerland: International Association for Bridge and Structural Engineering.
Lee, K., and M. Bruneau. 2005. “Energy dissipation of compression members in concentrically braced frames: Review of experimental data.” J. Struct. Eng. 131 (4): 552–559. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:4(552).
Maheri, M., R. Kousari, and M. Razazan. 2003. “Pushover tests on steel X-braced and knee-braced RC frames.” Eng. Struct. 25 (13): 1697–1705. https://doi.org/10.1016/S0141-0296(03)00150-0.
McCormick, J., R. DesRoches, D. Fugazza, and F. Auricchio. 2007. “Seismic assessment of concentrically braced steel frames with shape memory alloy braces.” J. Struct. Eng. 133 (6): 862–870. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:6(862).
Miller, D. J., L. A. Fahnestock, and M. R. Eatherton. 2012. “Development and experimental validation of a nickel-titanium shape memory alloy self-centering buckling-restrained brace.” Eng. Struct. 40 (Jul): 288–298. https://doi.org/10.1016/j.engstruct.2012.02.037.
NRC (Natural Resources Canada). 2017. “2015 National Building Code of Canada seismic hazard calculator.” Accessed January 16, 2017. http://www.earthquakescanada.nrcan.gc.ca/hazard-alea/interpolat/index_2015-en.php.
NRCC (National Research Council of Canada). 2015. National building code of Canada. Ottawa: NRCC.
Palmer, K. D., C. W. Roeder, D. E. Lehman, T. Okazaki, C. K. Shield, and J. Powell. 2012. “Concentric X-braced frames with HSS bracing.” Int. J. Steel Struct. 12 (3): 443–459. https://doi.org/10.1007/s13296-012-3012-8.
Qiu, C.-X., and S. Zhu. 2017. “Performance-based seismic design of self-centering steel frames with SMA-based braces.” Eng. Struct. 130: 67–82. https://doi.org/10.1016/j.engstruct.2016.09.051.
Rai, D., and S. Goel. 2003. “Seismic evaluation and upgrading of chevron braced frames.” J. Constr. Steel Res. 59 (8): 971–994. https://doi.org/10.1016/S0143-974X(03)00006-3.
Remennikov, A. M., and W. R. Walpole. 1997. “Analytical prediction of seismic behaviour for concentrically-braced steel systems.” Earthquake Eng. Struct. Dyn. 26 (8): 859–874. https://doi.org/10.1002/(SICI)1096-9845(199708)26:8%3C859::AID-EQE684%3E3.0.CO;2-9.
Ringfeder. 2010. Ringfeder damping technology product descriptions. Westwood, NJ: Ringfeder Power Transmission USA Corporation.
Roeder, C. W. 1989. “Seismic behavior of concentrically braced frame.” J. Struct. Eng. 115 (8): 1837–1856. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:8(1837).
Roeder, C. W., E. J. Lumpkin, and D. E. Lehman. 2012. “Seismic performance assessment of concentrically braced steel frames.” Earthquake Spectra 28 (2): 709–727. https://doi.org/10.1193/1.4000006.
SAP. 2016. Linear and nonlinear static and dynamic analysis and design of three-dimensional structures. Berkeley, CA: Computers and Structures.
Speicher, M. S., R. DesRoches, and R. T. Leon. 2017. “Investigation of an articulated quadrilateral bracing system utilizing shape memory alloys.” J. Constr. Steel Res. 130 (Mar): 65–78. https://doi.org/10.1016/j.jcsr.2016.11.022.
Tremblay, R., M.-H. Archambault, and A. Filiatrault. 2003. “Seismic response of concentrically braced steel frames made with rectangular hollow bracing members.” J. Struct. Eng. 129 (12): 1626–1636. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1626).
Uriz, P., and S. A. Mahin. 2004. “Seismic performance assessment of concentrically braced steel frames.” In Proc., 13th World Conf. on Earthquake Engineering. Vancouver, BC, Canada: Canadian Association for Earthquake Engineering.
Wu, J., and B. M. Phillips. 2017. “Passive self-centering hysteretic damping brace based on the elastic buckling mode jump mechanism of a capped column.” Eng. Struct. 134 (Mar): 276–288. https://doi.org/10.1016/j.engstruct.2016.12.031.
Xie, Q., Z. Zhou, J. Huang, D. Zhu, and S. Meng. 2016. “Finite-element analysis of dual-tube self-centering buckling-restrained braces with composite tendons.” J. Compos. Constr. 21 (3): 04016112. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000778.
Xu, L.-H., X. W. Fan, and Z. X. Li. 2017. “Cyclic behavior and failure mechanism of self-centering energy dissipation braces with pre-pressed combination disc springs.” Earthquake Eng. Struct. Dyn. 46 (7): 1065–1080. https://doi.org/10.1002/eqe.2844.
Xu, L.-H., X.-S. Xie, and Z.-X. Li. 2018. “Development and experimental study of a self-centering variable damping energy dissipation brace.” Eng. Struct. 160 (Apr): 270–280. https://doi.org/10.1016/j.engstruct.2018.01.051.
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/10.1016/j.engstruct.2009.10.011.
Yoo, J.-H., C. W. Roeder, and D. E. Lehman. 2008. “Analytical performance simulation of special concentrically braced frames.” J. Struct. Eng. 134 (6): 881–889. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(881).
Zamani, S. M., A. Vafaei, A. Aghakouchak, and C. Desai. 2011. “Experimental investigation of steel frames braced with symmetrical pairs of y-shaped concentric bracings.” Int. J. Steel Struct. 11 (2): 117–131. https://doi.org/10.1007/s13296-011-2002-6.
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©2018 American Society of Civil Engineers.
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Received: Feb 6, 2018
Accepted: Jul 19, 2018
Published online: Dec 14, 2018
Published in print: Feb 1, 2019
Discussion open until: May 14, 2019
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