Araştırma Makalesi
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Yıl 2022, Sayı: 048, 55 - 75, 31.03.2022

Yusuf Guzel

Öz

Kaynakça

  • [1] Ramos-Sepúlveda, M. E., & Cabas, A. (2021). Site Effects on Ground Motion Directionality: Lessons from Case Studies in Japan. Soil Dynamics and Earthquake Engineering, 147, 106755.
  • [2] Bardet, J.P., Ichii, K. and Lin, C.H. (2000). EERA: a computer program for equivalent-linear earthquake site response analyses of layered soil deposits. University of Southern California, Department of Civil Engineering.
  • [3] Chan, A.H.C. (1995). 'User's Manual for DIANA-SWANDYNE II. University of Birmingham, UK.
  • [4] Brinkgreve, R.B.J., Kumarswamy, S., Swolfs, W.M., Waterman, D., Chesaru, A. and Bonnier, P.G., 2016. PLAXIS 2016. PLAXIS bv, the Netherlands.
  • [5] Assimaki, D., Li, W., Steidl, J. and Schmedes, J. (2008). Quantifying nonlinearity susceptibility via site-response modeling uncertainty at three sites in the Los Angeles Basin. Bulletin of the Seismological Society of America, 98(5), 2364-2390.
  • [6] EPRI (1993). Guidelines for determining design basis ground motions-Volume 1: method and guidelines for estimating for estimating earthquake ground motion in Eastern North America. Rep. No. TR-102293. Palo Alto, California: Electric Power Research Institute.
  • [7] Kramer, L.S. (2014) Geotechnical Earthquake Engineering. Essex, England: Pearson Education Limited.
  • [8] Kaklamanos, J., Baise, L.G., Thompson, E.M. and Dorfmann, L. (2015). Comparison of 1D linear, equivalent-linear, and nonlinear site response models at six KiK-net validation sites. Soil Dynamics and Earthquake Engineering, 69, 207-219.
  • [9] Elia, G., Rouainia, M., Karofyllakis, D. and Guzel, Y. (2017). Modelling the non-linear site response at the LSST down-hole accelerometer array in Lotung. Soil Dynamics and Earthquake Engineering, 102, 1-14.
  • [10] Amorosi, A., Boldini, D. and di Lernia, A. (2016). Seismic ground response at Lotung: Hysteretic elasto-plastic-based 3D analyses. Soil Dynamics and Earthquake Engineering, 85, 44-61.
  • [11] Park, D., & Hashash, Y. M. (2004). Soil damping formulation in nonlinear time domain site response analysis. Journal of Earthquake Engineering, 8(02), 249-274.
  • [12] Darragh, R. B., & Idriss, I. M. (1997). A Tale of Two Sites: Gilroy# 2 and Treasure Island: Site Response Using an Equivalent-linear Technique. Earthquake Engineering Research Institute.
  • [13] Li, W., & Assimaki, D. (2010). Site-and motion-dependent parametric uncertainty of site-response analyses in earthquake simulations. Bulletin of the Seismological Society of America, 100(3), 954-968.
  • [14] Assimaki, D., Li, W., Steidl, J. and Schmedes, J. (2008). Quantifying nonlinearity susceptibility via site-response modeling uncertainty at three sites in the Los Angeles Basin. Bulletin of the Seismological Society of America, 98(5), 2364-2390.
  • [15] Rathje, E.M., Kottke, A.R. and Trent, W.L. (2010). Influence of input motion and site property variabilities on seismic site response analysis. Journal of Geotechnical and Geoenvironmental Engineering, 136(4), 607-619.
  • [16] Toro, G. R. (1995). Probabilistic models of site velocity profiles for generic and site-specific ground-motion amplification studies. Technical Rep. No. 779574. Brookhaven National Laboratory, Upton, New York.
  • [17] Darendeli, M.B., Stokoe, K.H. (2001). Development of a new family of normalized modulus reduction and material damping curves. Geotech. Engrg. Rpt. GD01-1. Austin: University of Texas.
  • [18] Guzel, Y., Rouainia, M. and Elia, G. (2020). Effect of soil variability on nonlinear site response predictions: Application to the Lotung site. Computers and Geotechnics, 121, 103444.
  • [19] Rouainia, M., & Muir Wood, D. (2000). A kinematic hardening constitutive model for natural clays with loss of structure. Géotechnique, 50(2), 153-164.
  • [20] Roscoe, K. and Burland, J.B. (1968). On the generalized stress-strain behaviour of wet clay.
  • [21] Anderson, D.G. and Tang, Y.K. (1989). Summary of soil characterization program for the Lotung large-scale seismic experiment. Proc. EPRI/NRC/TPC workshop on seismic soil-structure interaction analysis techniques using data from Lotung, Taiwan, EPRI NP-6154, 1, 4.1, 4.20. Palo Alto: Electric Power Research Institute.
  • [22] Katona, M.C. and Zienkiewicz, O.C. (1985). A unified set of single step algorithms part 3: The beta‐m method, a generalization of the Newmark scheme. International Journal for Numerical Methods in Engineering, 21(7), 1345-1359.
  • [23] Li, X.S., Shen, C.K. and Wang, Z.L. (1998). Fully coupled inelastic site response analysis for 1986 Lotung earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 124(7), 560-573.
  • [24] Berger E., Fierz H., Kluge D. (1989). Predictive response computations for vibration tests and earthquake of May 20, 1986 using an axisymmetric finite element formulation based on the complex response method and comparison with measurements-a Swiss contribution. In: Proceedings of the EPRI/NRC/TPC workshop on seismic soil-structure interaction analysis techniques using data from Lotung, Taiwan, EPRI NP-6154, vol 2, 15.1–15.47. Palo Alto: Electric Power Research Institute.
  • [25] Hatanaka, M. and Uchida, A. (1996). Empirical Correlation between Penetration Resistance and Internal Friction Angle of Sandy Soils. Soils and Foundations, 36(4), 1-9.
  • [26] Kwok, A.O., Stewart, J.P., Hashash, Y.M., Matasovic, N., Pyke, R., Wang, Z. and Yang, Z. (2007) Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures. Journal of Geotechnical and Geoenvironmental Engineering, 133(11), 1385-1398.
  • [27] Andrade, J.E. and Borja, R.I. (2006). Quantifying sensitivity of local site response models to statistical variations in soil properties, Acta Geotechnica, 1(1), 3-14.
  • [28] Depina, I., Le, T.M.H., Eiksund, G. and Benz, T. (2015). Behavior of cyclically loaded monopile foundations for offshore wind turbines in heterogeneous sands. Computers and Geotechnics, 65, 266-277.
  • [29] Borja, R.I., Chao, H.-Y., Montáns, F.J. and Lin, C.-H. (1999). Nonlinear ground response at Lotung LSST site', Journal of Geotechnical and Geoenvironmental Engineering, 125(3), 187-197.

STUDYING the EFFECT of STIFFNESS VARIABILITY on SITE RESPONSE PREDICTION at LOTUNG SITE by EMPLOYING MODIFIED CAM-CLAY CONSTITUTIVE MODEL

Yıl 2022, Sayı: 048, 55 - 75, 31.03.2022

Yusuf Guzel

Öz

Prediction of surface input motion is critical in seismic design of structures. Site response analysis through a Finite Element model can be useful in the prediction of surface input motion. The Finite Element modelling involves several uncertainties (e.g., shear wave velocity profile, shear strength, Standard penetration test values, friction angle) that will influence the predictions at the surface. This research considers the impact of shear wave velocity variability on the site response predictions under one strong and one weak input motions recorded at the Lotung site. The variability of shear wave velocity is characterized by means of Monte Carlo Simulations basing on the measured data at the site. Soil behavior is featured by Modified Cam-Clay model adapted in Finite element model, SWANDYNE. The results in terms of spectral acceleration, peak ground acceleration and shear strain profiles indicate that the stiffness variability can alter the predictions and level of this alteration depends strongly on the seismic intensity level of the input motion applied. The medians of Monte Carlo Simulation predictions are almost in line with the baseline predictions. In terms of spectral accelerations, the medians divert from the recorded data. In particular, when the strong input motion is applied, the predictions, at around the fundamental period of the soil deposit, are greater than the recorded ones. Nevertheless, the predictions express good indications to the actual values with respect to the peak ground acceleration and shear strain profiles and amplification factors.

Anahtar Kelimeler

site response analysis stiffness variability Monte Carlo Simulation spectral acceleration Amplification factor

Kaynakça

  • [1] Ramos-Sepúlveda, M. E., & Cabas, A. (2021). Site Effects on Ground Motion Directionality: Lessons from Case Studies in Japan. Soil Dynamics and Earthquake Engineering, 147, 106755.
  • [2] Bardet, J.P., Ichii, K. and Lin, C.H. (2000). EERA: a computer program for equivalent-linear earthquake site response analyses of layered soil deposits. University of Southern California, Department of Civil Engineering.
  • [3] Chan, A.H.C. (1995). 'User's Manual for DIANA-SWANDYNE II. University of Birmingham, UK.
  • [4] Brinkgreve, R.B.J., Kumarswamy, S., Swolfs, W.M., Waterman, D., Chesaru, A. and Bonnier, P.G., 2016. PLAXIS 2016. PLAXIS bv, the Netherlands.
  • [5] Assimaki, D., Li, W., Steidl, J. and Schmedes, J. (2008). Quantifying nonlinearity susceptibility via site-response modeling uncertainty at three sites in the Los Angeles Basin. Bulletin of the Seismological Society of America, 98(5), 2364-2390.
  • [6] EPRI (1993). Guidelines for determining design basis ground motions-Volume 1: method and guidelines for estimating for estimating earthquake ground motion in Eastern North America. Rep. No. TR-102293. Palo Alto, California: Electric Power Research Institute.
  • [7] Kramer, L.S. (2014) Geotechnical Earthquake Engineering. Essex, England: Pearson Education Limited.
  • [8] Kaklamanos, J., Baise, L.G., Thompson, E.M. and Dorfmann, L. (2015). Comparison of 1D linear, equivalent-linear, and nonlinear site response models at six KiK-net validation sites. Soil Dynamics and Earthquake Engineering, 69, 207-219.
  • [9] Elia, G., Rouainia, M., Karofyllakis, D. and Guzel, Y. (2017). Modelling the non-linear site response at the LSST down-hole accelerometer array in Lotung. Soil Dynamics and Earthquake Engineering, 102, 1-14.
  • [10] Amorosi, A., Boldini, D. and di Lernia, A. (2016). Seismic ground response at Lotung: Hysteretic elasto-plastic-based 3D analyses. Soil Dynamics and Earthquake Engineering, 85, 44-61.
  • [11] Park, D., & Hashash, Y. M. (2004). Soil damping formulation in nonlinear time domain site response analysis. Journal of Earthquake Engineering, 8(02), 249-274.
  • [12] Darragh, R. B., & Idriss, I. M. (1997). A Tale of Two Sites: Gilroy# 2 and Treasure Island: Site Response Using an Equivalent-linear Technique. Earthquake Engineering Research Institute.
  • [13] Li, W., & Assimaki, D. (2010). Site-and motion-dependent parametric uncertainty of site-response analyses in earthquake simulations. Bulletin of the Seismological Society of America, 100(3), 954-968.
  • [14] Assimaki, D., Li, W., Steidl, J. and Schmedes, J. (2008). Quantifying nonlinearity susceptibility via site-response modeling uncertainty at three sites in the Los Angeles Basin. Bulletin of the Seismological Society of America, 98(5), 2364-2390.
  • [15] Rathje, E.M., Kottke, A.R. and Trent, W.L. (2010). Influence of input motion and site property variabilities on seismic site response analysis. Journal of Geotechnical and Geoenvironmental Engineering, 136(4), 607-619.
  • [16] Toro, G. R. (1995). Probabilistic models of site velocity profiles for generic and site-specific ground-motion amplification studies. Technical Rep. No. 779574. Brookhaven National Laboratory, Upton, New York.
  • [17] Darendeli, M.B., Stokoe, K.H. (2001). Development of a new family of normalized modulus reduction and material damping curves. Geotech. Engrg. Rpt. GD01-1. Austin: University of Texas.
  • [18] Guzel, Y., Rouainia, M. and Elia, G. (2020). Effect of soil variability on nonlinear site response predictions: Application to the Lotung site. Computers and Geotechnics, 121, 103444.
  • [19] Rouainia, M., & Muir Wood, D. (2000). A kinematic hardening constitutive model for natural clays with loss of structure. Géotechnique, 50(2), 153-164.
  • [20] Roscoe, K. and Burland, J.B. (1968). On the generalized stress-strain behaviour of wet clay.
  • [21] Anderson, D.G. and Tang, Y.K. (1989). Summary of soil characterization program for the Lotung large-scale seismic experiment. Proc. EPRI/NRC/TPC workshop on seismic soil-structure interaction analysis techniques using data from Lotung, Taiwan, EPRI NP-6154, 1, 4.1, 4.20. Palo Alto: Electric Power Research Institute.
  • [22] Katona, M.C. and Zienkiewicz, O.C. (1985). A unified set of single step algorithms part 3: The beta‐m method, a generalization of the Newmark scheme. International Journal for Numerical Methods in Engineering, 21(7), 1345-1359.
  • [23] Li, X.S., Shen, C.K. and Wang, Z.L. (1998). Fully coupled inelastic site response analysis for 1986 Lotung earthquake. Journal of Geotechnical and Geoenvironmental Engineering, 124(7), 560-573.
  • [24] Berger E., Fierz H., Kluge D. (1989). Predictive response computations for vibration tests and earthquake of May 20, 1986 using an axisymmetric finite element formulation based on the complex response method and comparison with measurements-a Swiss contribution. In: Proceedings of the EPRI/NRC/TPC workshop on seismic soil-structure interaction analysis techniques using data from Lotung, Taiwan, EPRI NP-6154, vol 2, 15.1–15.47. Palo Alto: Electric Power Research Institute.
  • [25] Hatanaka, M. and Uchida, A. (1996). Empirical Correlation between Penetration Resistance and Internal Friction Angle of Sandy Soils. Soils and Foundations, 36(4), 1-9.
  • [26] Kwok, A.O., Stewart, J.P., Hashash, Y.M., Matasovic, N., Pyke, R., Wang, Z. and Yang, Z. (2007) Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures. Journal of Geotechnical and Geoenvironmental Engineering, 133(11), 1385-1398.
  • [27] Andrade, J.E. and Borja, R.I. (2006). Quantifying sensitivity of local site response models to statistical variations in soil properties, Acta Geotechnica, 1(1), 3-14.
  • [28] Depina, I., Le, T.M.H., Eiksund, G. and Benz, T. (2015). Behavior of cyclically loaded monopile foundations for offshore wind turbines in heterogeneous sands. Computers and Geotechnics, 65, 266-277.
  • [29] Borja, R.I., Chao, H.-Y., Montáns, F.J. and Lin, C.-H. (1999). Nonlinear ground response at Lotung LSST site', Journal of Geotechnical and Geoenvironmental Engineering, 125(3), 187-197.
Toplam 29 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Research Articles
Yazarlar

Yusuf Guzel 0000-0002-3204-5305

Yayımlanma Tarihi 31 Mart 2022
Gönderilme Tarihi 28 Ekim 2021
Yayımlandığı Sayı Yıl 2022 Sayı: 048

Kaynak Göster

IEEE Y. Guzel, “STUDYING the EFFECT of STIFFNESS VARIABILITY on SITE RESPONSE PREDICTION at LOTUNG SITE by EMPLOYING MODIFIED CAM-CLAY CONSTITUTIVE MODEL”, JSR-A, sy. 048, ss. 55–75, Mart 2022.
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