References
- Biot, M. A. 1958. Linear thermodynamics and the mechanics of solids. Proceedings of the 3rd U.S. National Congress of Applied Mechanics (ASME), New York, NY, 1–18.
- Bishop, R. E. D. 1955. The treatment of damping forces in vibration theory. Journal of Royal Aeronautical Society 59: 738–42. doi: https://doi.org/10.1017/S0368393100117122.
- Carlson, J. D., and M. R. Jolly. 2000. MR fluid, foam, and elastomer devices. Mechatronics 10 (4–5): 555–69. doi: https://doi.org/10.1016/S0957-4158(99)00064-1.
- Carrion, J. E. 2007. Model-based strategies for real-time hybrid testing. College in Urbana, IL: University of Illinois at Urbana-Champaign.
- Carrion, J. E., B. Spencer, and B. M. Phillips. 2009. Real-time hybrid simulation for structural control performance assessment. Earthquake Engineering and Engineering Vibration 8 (4): 481–92. doi: https://doi.org/10.1007/s11803-009-9122-4.
- Chey, M. H., G. Chase, J. B. Mander, and A. J. Carr. 2009. Semi-active control of mid-story isolation building system. Asia Korean conference on advanced science & technology (AKC), At Yanji, China.
- Christenson, R., Y. Z. Lin, A. Emmons, and B. Bass. 2008. Large-Scale experimental verification of semiactive control through real-time hybrid simulation 1. Journal of Structural Engineering 134 (4): 522–34. doi: https://doi.org/10.1061/(ASCE)0733-9445(2008)134:4(522).
- Crandall, S. H. 1963. Dynamic response of systems with structural damping, 183. New York: Air space and instruments, McGraw-Hill Book Company, inc.
- Crandall, S. H. 1991. The hysteretic damping model in vibration theory. Journal of Mechanical Engineering Science, Proceedings of the Institution of Mechanical Engineering 205C: 23–28. doi: https://doi.org/10.1243/PIME_PROC_1991_205_086_02.
- Fujita, T. 1998. Seismic isolation of civil buildings in Japan. Progress in Structural Engineering and Materials 1 (3): 295–300. doi: https://doi.org/10.1002/(ISSN)1528-2716.
- Hu, M., H. Si, K. Li, J. Zhou, J. Huang, and M. Uchida. 2004. Earthquake response analysis of a mid-story seismic isolated building. 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada. No. 1456.
- Huang, X., F. Zhou, S. Wang, and X. Luo. 2008. Theoretical and experimental investigation on mid-story seismic isolation structures. The 14th World conference on earthquake engineering, Beijing, China.
- Ikago, K., and N. Inoue. 2014. Behavior of rate-independent linear damping incorporated into long-period structures subjected to strong ground motions. Proceeding of 6th World conference on structural control and monitoring. Barcelona, Spain; Paper 273.
- Inaudi, J. A., and J. M. Kelly. 1995. Linear hysteretic damping and the hilbert transform. Journal of Engineering Mechanics 121 (5): 626–32. doi: https://doi.org/10.1061/(ASCE)0733-9399(1995)121:5(626).
- Inaudi, J. A., and N. Makris. 1996. Time domain analysis of linear hysteretic damping. Earthquake Engineering and Structural Dynamics 25 (6): 529–45. doi: https://doi.org/10.1002/(ISSN)1096-9845.
- Kawamura, S., R. Sugisaki, K. Ogura, S. Maezawa, S. Tanaka, and A. Yajima. 2000. Seismic isolation retrofit in Japan. 12th World conference on earthquake engineering, Auckland, New Zealand.
- Keivan, A., B. M. Phillips, M. Ikenaga, and K. Ikago. 2017. Causal realization of rate-independent linear damping for the protection of low-frequency structures. Journal of Engineering Mechanics 143 (9): 04017058. doi: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001259.
- Ko, D. W., S. T. Ahn, and S. I. Kim. 2008. Seismic design of high-rise RC building having isolation system in transfer story. Spring Conference of Earthquake Engineering Society of Korea: 312–18. (in Korean).
- Lancaster, P. 1960. Free vibration and hysteretic damping. The Journal of the Royal Aeronautical Society 64 (592): 229. doi: https://doi.org/10.1017/S0368393100072515.
- Li, X. Z., H. L. Ou, and S. Lin. 2002. Simplified analysis on calculation model of interlayer seismic isolation. Earthquake Engineering and Engineering Vibration 22 (1): 121–25.
- Lin.Z, F. 2001. Seismic isolation of civil buildings in the People’s Republic of China. Progress in Structural Engineering and Materials 3 (3): 268–76. doi: https://doi.org/10.1002/pse.85.
- Loh, C. H., J. H. Weng, C. H. Chen, and K. C. Lu. 2013. System identification of mid-story isolation building using both ambient and earthquake response data. Structural Control and Health Monitoring 20: 139–55. doi: https://doi.org/10.1002/stc.479.
- Luo, H., K. Ikago, C. Chong, A. Keivan, and B. M. Phillips. 2019. Performance of low-frequency structures incorporated with rate-independent linear damping. Engineering Structures 181: 324–35. doi: https://doi.org/10.1016/j.engstruct.2018.12.022.
- Makris, N. 1997. The causal hysteretic element, ASCE. Journal of Engineering Mechanics 123 (11): 1209–14. doi: https://doi.org/10.1061/(ASCE)0733-9399(1997)123:11(1209).
- Mimura, N., K. Yasuhara, S. Kawagoe, H. Yokoki, and S. Kazama. 2011. Damage from the Great East Japan Earthquake and Tsunami: A quick report. Mitigation and Adaptation Strategies for Global Change 16 (7): 803–18. doi: https://doi.org/10.1007/s11027-011-9297-7.
- Murakami, K., H. Kitamura, H. Ozaki, and T. Teramoto. 2000. Design and analysis of a building with the middle-story isolation structural system. 12th World conference of earthquake engineering, Auckland, New Zealand.
- Murakami, K., H. Kitamura, and Y. Matsushima. 2001. The prediction for seismic responses of the two-mass model with the mid-story isolation system. Journal of Structural and Construction Engineering. Architectural Institute of Japan 549: 51–58.
- Nagarajaiah, S., and S. Xiaohong. 2000. Response of base-isolated USC hospital building in Northridge earthquake. Journal of Structural Engineering (ASCE) 126: 1177–86. doi: https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1177).
- Nashif, T. J., I. G. Jones, and J. P. Henderson. 1988. Vibration damping. New York: Wiley.
- Ogura, K., M. Takayama, O. Tsujita, Y. Kimura, and A. Wada. 1999. Seismic response of mid-story isolated buildings. Journal of Structural and Construction Engineering, Architectural Institute of Japan 516: 99–104. doi: https://doi.org/10.3130/aijs.64.99_2.
- Ohtori, Y., R. E. Christenson, B. F. Spencer, and S. J. Dyke. 2004. Benchmark control problems for seismically excited nonlinear buildings. Journal of Engineering Mechanics 130 (4): 366–85. doi: https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(366).
- Phillips, B. M., and B. F. Spencer. 2012. Model-based feedforward-feedback actuator control for real-time hybrid simulation. Journal of Structural Engineering 139 (7), 1205–14. doi:https://doi.org/10.1061/(ASCE)ST.1943-541X.0000606
- Reid, T. J. 1956. Free vibration and hysteretic damping. The Aeronautical Journal 60 (544): 283. doi:https://doi.org/10.1017/S0368393100135242.
- Shing, P. B. 2008. Real-time hybrid testing techniques. Modern Testing Techniques for Structural Systems 259–92.
- Spencer, B. F., S. Dyke, M. Sain, and J. Carlson. 1997. Phenomenological model for magnetorheological dampers. Journal of Engineering Mechanics 123: 230–38. doi: https://doi.org/10.1061/(ASCE)0733-9399(1997)123:3(230).
- Sueoka, T., S. Torii, and Y. Tsuneki. 2004. The application of response control design using middle-story isolation system to high-rise building. 13th World conference on earthquake engineering, Vancouver, Canada.
- Takewaki, I., S. Murakami, K. Fujita, S. Yoshitomi, and M. Tsuji. 2011. The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions. Soil Dynamics and Earthquake Engineering 31 (11): 1511–28. doi: https://doi.org/10.1016/j.soildyn.2011.06.001.
- USGS. 2018. USGS strong motion database. http://www.strongmotioncenter.org/.
- Wang, S.-J., K.-C. Chang, J.-S. Hwang, and B.-H. Lee. 2011. Simplified analysis of mid-story seismically isolated buildings. Earthquake Engineering and Structural Dynamics 40: 119–33. doi: https://doi.org/10.1002/eqe.1004.
- Yan, G., and F. Chen. 2015. Seismic performance of midstory isolated structures under near-field pulse-like ground motion and limiting deformation of isolation layers. Hindawi Publishing Corporation, Shock and Vibration 2015: Article ID 730612. doi: https://doi.org/10.1155/2015/730612.
- Zapateiro, M., H. Karimi, N. Luo, and B. Spencer. 2010. Real-time hybrid testing of semiactive control strategies for vibration reduction in a structure with MR damper. Structural Control and Health Monitoring 17 (4): 427–51.
- Zhang, R., B. Phillips, S. Taniguchi, I. Ikenaga, and K. Ikago. 2016. Shake table real-time hybrid simulation techniques for the performance evaluation of buildings with inter-story isolation. Structural Control and Health Monitoring 24 (10): e1971. doi: https://doi.org/10.1002/stc.1971.