Seismic Assessment of Buildings with Prepressed Spring Self-Centering Energy Dissipation Braces
Publication: Journal of Structural Engineering
Volume 146, Issue 2
Abstract
The seismic performance of four- and eight-story steel buildings with prepressed spring self-centering energy dissipation (PS-SCED) braces was evaluated using a proposed nonlinear mechanical model. Nonlinear dynamic analyses of conventional steel braced frames (CSBFs) were performed for comparison. Compared with CSBFs, PS-SCED braced frames experienced smaller peak interstory drift, less residual deformation, and lower peak floor acceleration. An orthogonal experiment was used to investigate the influences of three dimensionless design parameters of PS-SCED braces on structural responses. The results indicate that the variation in the ratio of friction slip force provided by the energy dissipation mechanism to the prepressed force of the self-centering mechanism had significant effects on interstory drift and residual deformation of the structure. Additionally, a change in the ratio of postactivation to preactivation stiffness of the PS-SCED brace could elicit significant changes in these two responses. An increase in contact friction between the combination disc springs resulted in a significant increase in peak floor acceleration; therefore, these contact frictions should be avoided when assembling PS-SCED braces.
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Acknowledgments
The writers gratefully acknowledge the partial support of this research by the National Key Research and Development Program of China under Grant No. 2016YFC0701100, the National Natural Science Foundation of China under Grant No. 51578058, and the Beijing Natural Science Foundation of China under Grant No. 8172038.
References
Chenouda, M., and A. Ayoub. 2008. “Inelastic displacement ratios of degrading systems.” J. Struct. Eng. 134 (6): 1030–1045. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(1030).
Chou, C. C., Y. C. Chen, D. H. Pham, and V. M. Truong. 2014. “Steel braced frames with dual-core SCBs and sandwiched BRBs: Mechanics, modeling and seismic demands.” Eng. Struct. 72 (Aug): 26–40. https://doi.org/10.1016/j.engstruct.2014.04.022.
Chou, C. C., and P. T. Chung. 2014. “Development of cross-anchored dual-core self-centering braces for seismic resistance.” J. Constr. Steel Res. 101 (Oct): 19–32. https://doi.org/10.1016/j.jcsr.2014.04.035.
Chou, C. C., W. J. Tsai, and P. T. Chung. 2016. “Development and validation tests of a dual-core self-centering sandwiched buckling-restrained brace (SC-SBRB) for seismic resistance.” Eng. Struct. 121 (Aug): 30–41. https://doi.org/10.1016/j.engstruct.2016.04.015.
CMC (China Ministry of Construction). 2010. Code for seismic design of buildings. [In Chinese.] GB 50011. Beijing: China Architecture and Building Press.
CMC (China Ministry of Construction). 2012. Load code for the design of building structures. [In Chinese.] GB 50009. Beijing: China Architecture and Building Press.
CMC (China Ministry of Construction). 2015. Technical specification for steel structure of tall building. [In Chinese.] JGJ 99. Beijing: China Architecture and Building Press.
CMC (China Ministry of Construction). 2017. Code for design of steel structures. [In Chinese.] GB 50017. Beijing: China Planning Press.
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-.
Domaneschi, M. 2005. “Structural control of cable-stayed suspended bridges.” Ph.D. thesis, Dept. of Structural Mechanics, Univ. of Pavia.
Dyanati, M., Q. Huang, and D. Roke. 2015. “Seismic demand models and performance evaluation of self-centering and conventional concentrically braced frames.” Eng. Struct. 84 (Feb): 368–381. https://doi.org/10.1016/j.engstruct.2014.11.036.
Erochko, J., C. Christopoulos, and R. Tremblay. 2015. “Design, testing and detailed component modeling of a high-capacity self-centering energy-dissipative brace.” J. Struct. Eng. 141 (8): 04014193. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001166.
Erochko, J. A. 2013. “Improvements to the design and use of post-tensioned self-centering energy-dissipative (SCED) braces.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Toronto.
Fell, B. V., A. M. Kanvinde, G. G. Deierlein, and A. T. Myers. 2009. “Experimental investigation of inelastic cyclic buckling and fracture of steel braces.” J. Struct. Eng. 135 (1): 19–32. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:1(19).
Filliben, J. J., and E. Simiu. 2010. “Tall building response parameters: Sensitivity study based on orthogonal factorial experiment design technique.” J. Struct. Eng. 136 (2): 160–164. https://doi.org/10.1061/(ASCE)0733-9445(2010)136:2(160).
Gupta, A., and H. Krawinkler. 2000. “Dynamic P-delta effects for flexible inelastic steel structures.” J. Struct. Eng. 126 (1): 145–154. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:1(145).
Haque, A. B. M. 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.” Structure 12 (Nov): 102–114. https://doi.org/10.1016/j.istruc.2017.08.004.
Issa, A. S., and M. S. Alam. 2018. “Seismic performance of a novel single and double spring-based piston bracing.” J. Struct. Eng. 145 (2): 04018261. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002245.
LSTC (Livermore Software Technology Corporation). 2007. LS-DYNA keyword user’s manual, version 971. Livermore, CA: LSTC.
McCormick, J., H. Aburano, M. Ikenaga, and M. Nakashima. 2008. “Permissible residual deformation levels for building structures considering both safety and human elements.” In Proc., 14th World Conf. Earthquake Engineering. Kanpur, India: National Centre of Earthquake Engineering at the Indian Institute of Technology.
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.
Nip, K. H., L. Gardner, and A. Y. Elghazouli. 2010. “Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members.” Eng. Struct. 32 (2): 424–441. https://doi.org/10.1016/j.engstruct.2009.10.005.
Qiu, C. X., and S. Zhu. 2017. “Performance-based seismic design of self-centering steel frames with SMA-based braces.” Eng. Struct. 130 (Jan): 67–82. https://doi.org/10.1016/j.engstruct.2016.09.051.
Ricles, J. M., and P. P. Egor. 1987. Dynamic analysis of seismically resistant eccentrically braced frames. Berkeley, CA: Univ. of California, Earthquake Engineering Research Center.
Sabelli, R., S. Mahin, and C. Chang. 2003. “Seismic demands on steel braced frame buildings with buckling-restrained braces.” Eng. Struct. 25 (5): 655–666. https://doi.org/10.1016/S0141-0296(02)00175-X.
Tremblay, R., M. Lacerte, and C. Christopoulos. 2008. “Seismic response of multistory buildings with self-centering energy dissipative steel braces.” J. Struct. Eng. 134 (1): 108–120. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(108).
Uriz, P., and S. A. Mahin. 2004. “Seismic performance assessment of concentrically braced steel frames.” In Proc., 13th World Conf. on Earthquake Engineering. Kanpur, India: National Centre of Earthquake Engineering at the Indian Institute of Technology.
Xie, Q., Z. Zhou, J. H. Huang, and S. P. Meng. 2016. “Influence of tube length tolerance on seismic responses of multi-storey buildings with dual-tube self-centering buckling-restrained braces.” Eng. Struct. 116 (Jun): 26–39. https://doi.org/10.1016/j.engstruct.2016.02.023.
Xu, L. H., X. W. Fan, and Z. X. Li. 2016a. “Development and experimental verification of a pre-pressed spring self-centering energy dissipation brace.” Eng. Struct. 127 (Nov): 49–61. https://doi.org/10.1016/j.engstruct.2016.08.043.
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. W. Fan, and Z. X. Li. 2018. “Hysteretic analysis model for pre-pressed spring self-centering energy dissipation braces.” J. Struct. Eng. 144 (7): 04018073. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002060.
Xu, L. H., X. W. Fan, D. C. Lu, and Z. X. Li. 2016b. “Hysteretic behavior studies of self-centering energy dissipation bracing system.” Steel Compos. Struct. 20 (6): 1205–1219. https://doi.org/10.12989/scs.2016.20.6.1205.
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.
Zhou, Z., Q. Xie, X. C. Lei, X. T. He, and S. P. Meng. 2015. “Experimental investigation of the hysteretic performance of dual-tube self-centering buckling-restrained braces with composite tendons.” J. Compos. Constr. 19 (6): 04015011. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000565.
Zhu, S., and Y. Zhang. 2008. “Seismic analysis of concentrically braced frame systems with self-centering friction damping braces.” J. Struct. Eng. 134 (1): 121–131. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(121).
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©2019 American Society of Civil Engineers.
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Received: May 9, 2018
Accepted: Jun 5, 2019
Published online: Nov 26, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 26, 2020
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