Abstract
Shape memory alloys (SMAs) are gaining increasing attentions from earthquake engineering community, due to the superleastic property, which is capable of offering energy dissipation capacity and recentering ability to various structural systems. SMA braced frames (SMABFs) are emerging as promising frames with advanced seismic resilience. Recently, the performance-based plastic design (PBPD) method was developed for such structural system. However, the robustness of this design approach still needs rigorous examinations by addressing the effects of defining different performance targets or using different seismic design spectra in the design procedure. In doing so, examinations were carried out from two perspectives. The first one set various performance targets combining different interstory drift ratio and brace ductility demand in the design procedure based on the design basis earthquake spectrum, and then the resulting SMABFs were subjected to earthquake ground motions corresponding to design basis hazard level. The second one conducted the design procedure at three seismic hazard levels representative of frequently occurred earthquake, design basis earthquake, and maximum considered earthquake, respectively, and then assessed the seismic performance upon earthquakes associated with three seismic intensities. The analytical results show that the designed frames as per the PBPD method always coincide with the performance targets very well, regardless of the prescribed targets and adopted design spectrum. Therefore, this paper provided sound results which successfully demonstrated the high robustness of the previously developed PBPD method for SMABFs.
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References
ASCE. (2007). Seismic rehabilitation of existing buildings. ASCE/SEI 41-06. American Society of Civil Engineers.
ASCE. (2010). Minimum design loads for buildings and other structures. Washington, DC: American Society of Civil Engineers.
Chao, S. H., & Goel, S. C. (2006). Performance-based seismic design of eccentrically braced frames using target drift and yield mechanism as performance criteria. AISC Engineering Journal, 43(4), 176–200.
Chou, C. C., Chen, Y. C., Pham, D. H., & Truong, V. M. (2014). Steel braced frames with dual-core SCBs and sandwiched BRBs: Mechanics, modeling and seismic demands. Engineering Structures, 72, 26–40.
DesRoches, R., Mccormick, J., & Delemont, M. (2004). Cyclic properties of superelastic shape memory alloy wires and bars. ASCE Journal of Structural Engineering, 130(1), 38–46.
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. ASCE Journal of Structural Engineering, 137(5), 589–599.
FEMA. (1997). NEHRP recommended provisions for seismic regulations for new buildings and other structures. Washington, DC: Federal Emergency Management Agency.
Hou, H., Li, H., Qiu, C., & Zhang, Y. (2017). Effect of hysteretic properties of SMAs on seismic behavior of self-centering concentrically braced frames. Structural Control & Health Monitoring, 25(11), e2110.
Lee, S. S., Goel, S. C., & Chao, S. H. (2004). Performance-based seismic design of steel moment frames using target drift and yield mechanism. In 13th world conference on earthquake engineering. Vancourver, BC, Canada. Paper No. 266.
Leelataviwat, S., Goel, S. C., & Stojadinovi, B. (2012). Toward performance-based seismic design of structures. Earthquake Spectra, 15(3), 435–461.
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 the 14th world conference on earthquake engineering, Beijing. China, 2008; Paper No. 05-06-0071.
Mccormick, J., DesRoches, R., Fugazza, D., & Auricchio, F. (2007). Seismic assessment of concentrically braced steel frames with shape memory alloy braces. ASCE Journal of Structural Engineering, 133(6), 862–870.
Naeem, A., Eldin, M. N., Kim, J., & Kim, J. (2017). Seismic performance evaluation of a structure retrofitted using steel slit dampers with shape memory alloy bars. International Journal of Steel Structures, 17(4), 1627–1638.
OpenSees. (2013). Open system for earthquake engineering simulation (OpenSees), v2.4.1 [Computer software]. Berkeley, CA: Pacific Earthquake Engineering Research Center.
Qiu, C., Li, H., Ji, K., Hou, H., & Li, T. (2017). Performance-based plastic design approach for multi-story self-centering concentrically braced frames using SMA braces. Engineering Structures, 153, 628–638.
Qiu, C., & Zhu, S. (2017a). Performance-based seismic design of self-centering steel frames with SMA-based braces. Engineering Structures, 130, 67–82.
Qiu, C., & Zhu, S. (2017b). Shake table test and numerical study of self-centering steel frame with SMA braces. Earthquake Engineering and Structural Dynamics, 46, 117–137.
Sabelli, R., Mahin, S., & Chang, C. (2003). Seismic demands on steel braced frame buildings with buckling-restrained braces. Engineering Structures, 25(5), 655–666.
Sahoo, D. R., & Chao, S. H. (2010). Performance-based plastic design method for buckling-restrained braced frames. Engineering Structures, 32(9), 2950–2958.
SEAOC. (1995). Performance based seismic engineering of buildings. Vision 2000 report, vols. I and II. Sacramento, CA: Structural Engineers Association of California.
Somerville, P. G., Smith, N. F., Punyamurthula, S., & Sun, J. I. (1997). Development of ground motion time histories for phase 2 of the FEMA/SAC steel project.
Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering Structural Dynamics, 31(3), 491–514.
Yang, T., Li, Y., & Leelataviwat, S. (2013). Performance-based design and optimization of buckling restrained knee braced truss moment frame. ASCE Journal of Performance of Constructed Facilities, 28(6), A4014007.
Zhu, S., & Zhang, Y. (2008). Seismic analysis of concentrically braced frame systems with self-centering friction damping braces. ASCE Journal of Structural Engineering, 134(1), 121–131.
Zhu, S., & Zhang, Y. (2013). Loading rate effect on superelastic SMA-based seismic response modification devices. Earthquake and Structures, 4(6), 607–627.
Acknowledgements
This research was supported by the financial support from the Natural Science Foundation of Shandong Province, China (No.: ZR2017BEE004), the China Postdoctoral Science Foundation (No.: 2017M622206), the Fundamental Research Funds of Shandong University (No.: 2016HW011). The authors wish to acknowledge the sponsors. However, 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.
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Qiu, C., Zhao, X., Zhang, Y. et al. Robustness of Performance-Based Plastic Design Method for SMABFs. Int J Steel Struct 19, 787–805 (2019). https://doi.org/10.1007/s13296-018-0165-0
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DOI: https://doi.org/10.1007/s13296-018-0165-0