Abstract
In the present study, the emphasis is made on the seismic performance of nuclear containment constructed on layered medium to dense silty sand soil considering the nonlinearity of the containment structure using the concrete damage plasticity (CDP) model and Drucker–Prager plastic model for soil. The finite element model is prepared using the ABAQUS. From the static pushover analysis, it is noticed that yielding force is reduced up to 8.37% and 2.37% in the case of with and without embedment, respectively, as compared to a fixed base. Furthermore, incremental dynamic analysis is performed for the motion range of 0.1 g to 0.6 g, corresponding to the fundamental frequency. For the dynamic analysis, Kelvin element is used at boundaries to incorporate the truncated soil mass. The results are shown in the form of base shear, base moment and displacement ductility, drift ratio, normalized peak settlement, and normalized peak foundation sliding. Moment demand is reduced up to 25.89% and 51.31% in the case of with and without embedment, respectively, as compared to a fixed base. Similarly, base shear demand is increased up to 21.85% in the case of with embedment. It may reduce up to 29.08% in the case of without embedment of foundation as compared to a fixed base. Drift demand of nuclear power plant (NPP) structure is increased up to 14.47% and 38.16% in the case of with and without embedment of foundation, respectively, as compared to a fixed base. In contrast, displacement ductility demand reduced up to 47.95% and 57.52% in the case of with and without embedment of foundation, respectively. Settlement demand is increased linearly in the case of with embedment with respect to ground motion intensity; however, it increases sharply for ground motion intensity > 0.3 g in the case of without embedment. The sliding demand of foundation increase with a low and fixed amount of sliding is examined in the condition of with embedment case; however, it rises steeply in the case of without embedment case, indicating that without considering the embedment effect may increase the design requirement and therefore lead to uneconomical designing. The effect of the CDP model shows the need to consider the nonlinearity of structure along with the nonlinearity of soil.
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All data and models generated using the ABAQUS during the study will be provided on a request basis.
References
Bhaumik L, Raychowdhury P (2013) Seismic response analysis of a nuclear reactor structure considering nonlinear soil-structure interaction. Nucl Eng Des 2013(09):037
Boominathan A (2004) Seismic site characterization for nuclear structures and power plants. Current Science, pp 1388–1397
Drucker DC, Prager W (1952) Soil mechanics and plastic analysis or limit design. Q Appl Math 10:157–165
Evans JJB, Keogh PM (1987) The influence of nonlinearity and foundation behaviour on containment integrity. Nucl Eng Des 104:357–364
Figini R, Paolucci R, Chatzigogos CT (2012) A macro-element model for nonlinear soil-shallow foundation-structure interaction under seismic loads: theoretical development and experimental validation on large scale tests. Earthquake Eng Struct Dynam 41(3):475–493
Gajan S (2006) Physical and Numerical Modeling of Nonlinear Cyclic Load- Deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls. Ph.D. dissertation, University of California, Davis
Gajan S, Raychowdhury P, Hutchinson TC, Kutter B, Stewart JP (2010) Application and validation of practical tools for nonlinear soil-foundation interaction analysis. Earthq Spectra 26(1):111–129
Gazetas G, Anastasopoulos I, Adamidis O, Kontoroupi T (2013) Nonlinear rocking stiffness of foundations. Soil Dyn Earthq Eng 47:83–91
Ghersi A, Massimino MR, Maugeri M (2000) Nonlinear moment-rotation relationship at the base of shear walls. In: 12th World Conference on Earthquake Engineering, Auckland, New Zealand
Hilber HM, Hughes TJR (1978) Collocation, dissipation and `overshoot’ for time integration schemes in structural dynamics. Earthquake Eng Struct Dyn 6:99–117
Hillerborg A, Modéer M, Petersson PE (1976) Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem Concr Res 6(6):773–781
Kamgar R, Rahgozar P (2020) Optimum location for the belt truss system for minimum roof displacement of steel buildings subjected to critical excitation. Steel Compos Struct 37(4):463–479
Kamgar R, Gholami F, Zarif Sanayei HR et al (2020) Modified tuned liquid dampers for seismic protection of buildings considering soil–structure interaction effects. Iran J Sci Technol Trans Civ Eng 44:339–354. https://doi.org/10.1007/s40996-019-00302-x
Kamgar R, Tavakoli R, Rahgozar P, Jankowski R (2021) Application of discrete wavelet transform in seismic nonlinear analysis of soil-structure interaction problems. Earthquake Spectra 2021
Knappett JA, Haigh SK, Madabhushi SPG (2004) Berkeley. Mechanisms of Failure for Shallow Foundations Under Earthquake Loading. Proceedings of 11th International Conference on Soil Dynamics and Earthquake Engineering, vol. 2. University of California, p 713–725
Kontoe S, Zdravkovic L, Potts DM, Salandy NE (2007) The use of absorbing boundaries in dynamic analyses of soil-structure interaction problems. In 4th Int. Conf. in Earthquake Geotechnical Engineering, (ISSMGE), Aristotle University of Thessaloniki, Thessaloniki, Greece.
Kramer SL (1996) Geotechnical earthquake engineering. Pearson Education India
Kurama YC, Farrow KT (2003) Ground motion scaling methods for different site conditions and structure characteristics. Earthquake Eng Struct Dynam 32:2425–2450
Ladhane KB, Sawant VA (2016) Effect of pile group configurations on nonlinear dynamic response. Int J Geomech 16(1):1943–56220000476
Lee J, Fenves GL (1998) A plastic-damage concrete model for earthquake analysis of dams. Earthq Eng Struct Dyn 27(9):937–956
Lubliner J, Oliver J, Oller S, Onate E (1989) A plastic-damage model for concrete. Int J Solids Struct 25(3):299–326
Maheshwari BK, Firoj M (2020) Equivalent Linear Spring-Dashpot Model For Embedded Foundations of NPP. In 17th World Conference on Earthquake Engineering, 17WCEE Sendai, Japan. 4c-0014
Marzban S, Banazadeh M, Azarbakht A (2011) Seismic performance of reinforced concrete shear walls frames considering soil-foundation-structure interaction. In: 8th International Conference on Structural Dynamics, Leuven, Belgium
Mylonakis G, Gazetas G (2000) Seismic soil-structure interaction: beneficial or detrimental? J Earthquake Eng 4(3):277–301
Newmark NM, Hall WJ (1969) Seismic design criteria for nuclear reactor facilities. In: 4th World Conference on Earthquake Engineering, Santiago, Chile. Vol II, B4- 37-B4–50
Novak M (1974) Effect of soil on structural response to wind and earthquake. Earthquake Eng Struct Dyn 3(1):79–96
Novak M, Mitwally H (1988) Transmitting boundary for axisymmetrical dilation problems. J Eng Mech 1(181):181–187
Qin X, Chouw N (2010) Experimental investigation of uplift effect on structures in earthquakes. In: Proceedings of 2010 New Zealand Society for Earthquake Engineering Conference, March 2010, Wellington, New Zealand
Qingfu L, Wei G, Yihang K (2020) March. Parameter calculation and verification of concrete plastic damage model of ABAQUS. In IOP Conference Series: Materials Science and Engineering (Vol. 794, No. 1, p. 012036). IOP Publishing
Raychowdhury P, Hutchinson TC (2009) Performance evaluation of a nonlinear Winkler-based shallow foundation model using centrifuge test results. Earthquake Eng Struct Dynam 38(5):679–698
Raychowdhury P, Hutchinson TC (2010) Sensitivity of shallow foundation response to model input parameters. ASCE J Geotech Geoenviron Eng 136(3):538–541
Raychowdhury P, Hutchinson TC (2011) Performance of seismically loaded shear- walls on nonlinear shallow foundations. Int J Numer Anal Meth Geomech 35(7):846–858
Rostami S, Kamgar R (2021) Insight to the Newmark Implicit time integration method for solving the wave propagation problems. Iran J Sci Technol Trans Civ Eng 1–19
Saxena N, Paul DK (2012) Effects of embedment including slip and separation on seismic SSI response of a nuclear reactor building. Nucl Eng Des 247:23–33
Sun JS, Lee KH, Lee HP (2000) Comparison of implicit and explicit finite element methods for dynamic problems. J Mater Process Technol 105:110–118
Tang Y, Zhang J (2011) Probabilistic seismic demand analysis of a slender R.C. shear- wall considering soil-structure interaction effects. Eng Struct 33(1):218–229
Tavakoli R, Kamgar R, Rahgozar R (2019) Seismic performance of outrigger–belt truss system considering soil-structure interaction. Int J Adv Struct Eng 11:45–54
Tavakoli R, Kamgar R, Rahgozar R (2020) Optimal location of energy dissipation outrigger in high-rise building considering nonlinear soil-structure interaction effects. Period Polytech Civil Eng 64(3):887–903. https://doi.org/10.3311/PPci.14673
Trochanis AM, Bielak J, Christnio P (1991) Three-dimensional nonlinear study of piles. J Geotech Eng 117(3):429–447
Ugalde JA, Kutter B, Jeremic B (2010) Rocking Response of Bridges on Shallow Foundations. Report PEER 2010/101. Pacific Earthquake Engineering and Research Center, Berkeley
Venancio-Filho F, de Barros FCP, Almeida MCF, Ferreira WG (1997) Soil- structure interaction analysis of NPP containments: substructure and frequency domain methods. Nucl Eng Design 174:165–176
Wen ZP, Hu YX, Chau KT (2002) Site effect on vulnerability of high-rise shear wall buildings under near and far-field earthquakes. Soil Dyn Earthq Eng 22(9–12):1175–1182
Yim SCS, Chopra AK (1984) Dynamics of structures on 2-spring foundation allowed to uplift. J Eng Mech 110(7):1124–1146
Zhang J, Tang Y (2009) Dimensional analysis of structures with translating and rocking foundations under near-fault ground motions. Soil Dyn Earthq Eng 29(10):1130–1146
Zentner I (2010) Numerical computation of fragility curves for NPP equipment. Nuclear Eng Des 240(6):1614–1621
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Bahuguna, A., Firoj, M. Nonlinear Seismic Performance of Nuclear Structure with Soil–Structure Interaction. Iran J Sci Technol Trans Civ Eng 46, 2975–2988 (2022). https://doi.org/10.1007/s40996-021-00728-2
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DOI: https://doi.org/10.1007/s40996-021-00728-2