Abstract
This chapter proceeds with discussions of the application of SMA elements in self-centring bracing members in framed structures. First, the existing solutions for self-centring braces are briefly introduced, and the potential limitations are also outlined. A series of newly proposed braces, employing SMA wires, tendons or ring springs, are subsequently discussed in detail. The main focus of this chapter is on the design principle, working mechanism, and fundamental mechanical behaviour of the kernel devices for the braces. Some technical issues such as the manufacturing process and annealing scheme are particularly addressed for the devices equipped with SMA ring spring systems.
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References
AISC (2010) Seismic provisions for structural steel buildings, (ANSI/AISC 341-10). American Institute of Steel Construction, Chicago, IL, USA
Chou CC, Chen SY (2010) Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces. Eng Struct 32(8):2108–2121
Chou CC, Chen YC, Pham DH, Truong VM (2014) Steel braced frames with dual-core SCBs and sandwiched BRBs: mechanics, modeling and seismic demands. Eng Struct 72:26–40
Chou CC, Wu TH, Beato ARO, Chung PT, Chen YC (2016) Seismic design and tests of a full-scale one-story one-bay steel frame with a dual-core self-centering brace. Eng Struct 111:435–450
Christopoulos C, Tremblay R, Kim HJ, Lacerte M (2008) Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation. J Struct Eng-ASCE 134(1):96–107
DesRoches R, McCormick J, Delemont MA (2004) Cyclical properties of superelastic shape memory alloys. J Struct Eng-ASCE 130(1):38–46
Dolce M, Cardone D (2001) Mechanical behaviour of SMA elements for seismic applications—part 2 austenite NiTi wires subjected to tension. Int J Mech Sci 43(11):2657–2677
Eatherton MR, Fahnestock LA, Miller DJ (2014) Computational study of self-centering buckling-restrained braced frame seismic performance. Earthq Eng Struct D 43(13):1897–1914
Eatherton MR, Hajjar JF (2011) Residual drifts of self-centering systems including effects of ambient building resistance. Earthq Spectra 27(3):719–744
Erochko J, Christopoulos C, Tremblay R, Choi H (2011) Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05. J Struct Eng-ASCE 137(5):589–599
Erochko J, Christopoulos C, Tremblay R (2015a) Design, testing, and detailed component modeling of a high-capacity self-centering energy-dissipative brace. J Struct Eng-ASCE 141(8):04014193
Erochko J, Christopoulos C, Tremblay R (2015b) Design and testing of an enhanced-elongation telescoping self-centering energy-dissipative brace. J Struct Eng-ASCE 141(6):04014163
Fahnestock LA, Ricles JM, Sause R (2007) Experimental evaluation of a large-scale buckling-restrained braced frame. J Struct Eng-ASCE 133(9):1205–1214
Fang C, Yam MCH, Lam ACC, Zhang YY (2015) Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices. Smart Mater Struct 24(7):075024
Fang C, Wang W, Zhang A, Sause R, Ricles J, Chen YY (2019) Behavior and design of self-centering energy dissipative devices equipped with superelastic SMA ring springs. In Press, J Struct Eng-ASCE
Federal Emergency Management Agency (FEMA) (2012) Seismic performance assessment of buildings, volume 1—methodology. FEMA P-58-1, prepared by the SAC Joint Venture for FEMA, Washington, DC
Hjelmstad KD, Popov EP (1984) Characteristics of eccentrically braced frames. J Struct Eng-ASCE 110(2):340–353
Kari A, Ghassemieh M, Abolmaali SA (2011) A new dual bracing system for improvingthe seismic behavior of steel structures. Smart Mater Struct 20(12):125020
Kersting RA, Fahnestock LA, López WA (2015) Seismic design of steel buckling-restrained braced frames-a guide for practicing engineers. NIST GCR 15-917-34
McCormick J, Aburano H, Ikenaga M, Nakashima M (2008) Permissible residual deformation levels for building structures considering both safety and human elements. In: Proceedings of 14th world conference on earthquake engineering, Seismological Press of China, Beijing
Miller DJ, Fahnestock LA, Eatherton MR (2012) Development and experimental validation of a nickel-titanium shape memory alloy self-centering buckling-restrained brace. Eng Struct 40:288–298
Moradi S, Alam MS, Asgarian B (2014) Incremental dynamic analysis of steel frames equipped with NiTi shape memory alloy braces. Struct Des Tall Spec 23:1406–1425
Ozbulut OE, Hurlebaus S (2012) Application of a SMA-based hybrid control device to 20-story nonlinear benchmark building. Earthq Eng Struct D 41(13):1831–1843
Piedboeuf MC, Gauvin R, Thomas M (1998) Damping behaviour of shape memory alloys: strain amplitude, frequency and temperature effects. J Sound Vib 214(5):885–901
Qiu CX (2016) Seismic-resisting self-centering structures with superelastic shape memory alloy damping devices. PhD thesis, The Hong Kong Polytechnic University
Qiu CX, Zhu SY (2016) High-mode effects on seismic performance of multi-story self-centering braced steel frames. J Constr Steel Res 119:133–143
Qiu CX, Zhu SY (2017) Shake table test and numerical study of self-centering steel frame with SMA braces. Earthq Eng Struct D 46(1):117–137
Sabelli R, Mahin SA, Chang C (2003) Seismic demands on steel braced frame buildings with buckling-restrained braces. Eng Struct 25(5):655–666
Takeuchi T, Hajjar JF, Matsui R, Nishimoto K, Aiken ID (2010) Local buckling restraint condition for core plates in buckling restrained braces. J Constr Steel Res 66(2):139–149
Tremblay R, Bolduc P, Neville R, DeVall R (2006) Seismic testing and performance of buckling-restrained bracing systems. Can J Civil Eng 33(2):183–198
Wang W, Fang C, Liu J (2016) Large size superelastic SMA bars: heat treatment strategy, mechanical property and seismic application. Smart Mater Struct 25(7):075001
Wang W, Fang C, Liu J (2017a) Self-centering beam-to-column connections with combined superelastic SMA bolts and steel angles. J Struct Eng-ASCE 143(2):04016175
Wang W, Fang C, Yang X, Chen YY, Ricles J, Sause R (2017b) Innovative use of a shape memory alloy ring spring system for self-centering connections. Eng Struct 153:503–515
Wang W, Fang C, Zhang A, Liu XS (2019) Manufacturing and performance of a novel self-centring damper with shape memory alloy ring springs for seismic resilience. Struct Control Hlth. https://doi.org/10.1002/stc.2337
Xu X, Zhang YF, Luo YZ (2016) Self-centering eccentrically braced frames using shape memory alloy bolts and post-tensioned tendons. J Constr Steel Res 125:190–204
Zhou Z, Xie Q, Lei XC, He XT, Meng SP (2015) Experimental investigation of the hysteretic performance of dual-tube self-centering buckling-restrained braces with composite tendons. J Compos Constr 19(6):04015011
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Fang, C., Wang, W. (2020). Self-centring Braces with SMA Elements. In: Shape Memory Alloys for Seismic Resilience. Springer, Singapore. https://doi.org/10.1007/978-981-13-7040-3_4
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DOI: https://doi.org/10.1007/978-981-13-7040-3_4
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