References
- ASCE. 2016. Seismic analysis of safety-related nuclear structures and commentary, asce 4–16. Alexander Bell Drive Reston, Virginia: American Society of Civil Engineers (ASCE).
- Bode, C., R. Hirschauer, and S. A. S. Avidis. 2002. Soil¨cstructure interaction in the time domain using halfspace green’s functions. Soil Dynamics and Earthquake Engineering 22 (4): 283295. doi: 10.1016/S0267-7261(02)00020-9.
- Coleman, J. L., C. Bolisetti, and A. S. Whittaker. 2016. Time-domain soil-structure interaction analysis of nuclear facilities. Nuclear Engineering and Design 298 (1): 264270. doi: 10.1016/j.nucengdes.2015.08.015.
- CSA. 2010. Design procedures for seismic qualification of nuclear power plants, csa n289.3–10. Toronto, Ontario: Canadian Standard Association (CSA).
- Der Kiureghian, A. 1981. A response spectrum method for random vibration analysis of mdf systems. Earthquake Engineering and Structural Dynamics 9: 419–35. doi: 10.1002/eqe.4290090503.
- Elkhoraibi, T., A. Hashemi, and F. Ostadan. 2002. Probabilistic and deterministic soil structure interaction analysis including ground motion incoherency effects. Nuclear Engineering and Design 269 (1): 250255.
- Ghiocel, D. M. 2015. 3.0. GP Technologies, Inc.
- Ghiocel, D. M., and R. G. Ghanem. 2002. Stochastic finite-element analysis of seismic soil¨cstructure interaction. Journal of Engineering Mechanics 128 (1): 6677. doi: 10.1061/(ASCE)0733-9399(2002)128:1(66).
- Gutierrez, J. A., and A. K. Chopra. 1978. A substructure method for earthquake analysis of structures including structure-soil interaction. Earthquake Engineering and Structural Dynamics 6 (1): 5169. doi: 10.1002/eqe.4290060107.
- Jennings, P. C., and J. Bielak. 1973. Dynamics of building-soil interaction. Bulletin of the Seismological Society of America 63 (1): 948.
- Jiang, W., B. Li, W.-C. Xie, and M. D. Pandey. 2015. Generate floor response spectra: Part 1. direct spectra-to-spectra method. Nuclear Engineering and Design 293: 525546. doi: 10.1016/j.nucengdes.2015.05.034.
- Li, B., W. Jiang, W.-C. Xie, and M. D. Pandey. 2015. Generate floor response spectra: Part 2. response spectra for equipment-structure resonance. Nuclear Engineering and Design 293: 547560. doi: 10.1016/j.nucengdes.2015.05.033.
- Li, Z.-X., Z.-C. Li, and W.-X. Shen. 2005. Sensitivity analysis for floor response spectra of nuclear reactor buildings. Nuclear Power Engineering 26 (1): 44–50.
- Lysmer, J., M. Tabatabaie-Raissi, F. Tajirian, S. Vahdani, and F. Ostadan. 1983. System for analysis of soil structure interaction. Berkeley, CA: UC Berkeley, Department of Civil Engineering.
- Mylonakis, G., and G. Gazetas. 2000. Seismic soil-structure interaction: Beneficial or detrimental. Journal of Earthquake Engineering 4 (3): 277301. doi: 10.1080/13632460009350372.
- Ni, S.-H., W.-C. Xie, and M. D. Pandey. 2011. Tri-directional spectrum-compatible earthquake time-histories for nuclear energy facilities. Nuclear Engineering and Design 241 (8): 2732–43. doi: 10.1016/j.nucengdes.2011.06.014.
- Ni, S.-H., W.-C. Xie, and M. D. Pandey. 2013. Generation of spectrum-compatible earthquake ground motions considering intrinsic spectral variability using Hilbert-Huang transform. Structural Safety 42: 45–53. doi: 10.1016/j.strusafe.2013.01.008.
- Rizos, D. C., and Z. Wang. 2002. Coupled bem¨cfem solutions for direct time domain soil¨cstructure interaction analysis. Engineering Analysis with Boundary Elements 26 (10): 877888. doi: 10.1016/S0955-7997(02)00057-7.
- Roesset, J. M., R. V. Whitman, and R. Dohry. 1973. Modal analysis for structures with foundation interaction. Journal of the Structural Division 99 (3): 399416.
- Tsai, N. C. 1973. Modal damping for soil-structure interaction. Journal of Engineering Mechanics 100 (2): 323341.
- USNRC. 2007. Standard review plan— design parameters, srp 3.7.1. U.S. Washington, DC: Nuclear Regulatory Commission.
- USNRC. 2014. Design response spectra for seismic design of nuclear power plants, r.g. 1.60, revision 2. U.S. Nuclear Regulatory Commission.
- Wolf, J. P. 1985. Dynamic soil structure interaction. Englewood Cliffs, NJ: Prentice Hall.
- Wolf, J. P., 1987. Soil-structure-interaction analysis in time domain. Structural Mechanics in Reactor Technology.
- Wu, W. H., and H. A. Smith. 1995. Efficient modal analysis for structures with soil-structure interaction. Earthquake Engineering and Structural Dynamics 24 (2): 8399. doi: 10.1002/eqe.4290240211.