A point-estimate based method for soil amplification estimation using high resolution model under uncertainty of stratum boundary geometry. Issue 121 (June 2019)
- Record Type:
- Journal Article
- Title:
- A point-estimate based method for soil amplification estimation using high resolution model under uncertainty of stratum boundary geometry. Issue 121 (June 2019)
- Main Title:
- A point-estimate based method for soil amplification estimation using high resolution model under uncertainty of stratum boundary geometry
- Authors:
- Iiyama, Kahori
Yoshiyuki, Atsushi
Fujita, Kohei
Ichimura, Tsuyoshi
Morikawa, Hitoshi
Hori, Muneo - Abstract:
- Abstract: This study provides a practical technique for stochastically estimating soil amplification under uncertainty of the geometry of stratum boundary. To evaluate the possible values of the non-linear soil response under ambiguity, a nonlinear dynamic analysis with a high resolution 3D-FEM model is preferable, although the computations still represent a rigorous task. This study modifies Rosenblueth's point estimate method (PEM), which is greatly advantageous from the viewpoint of computational time, and demonstrates that the proposed method can provide good estimations with a very small number of calculations compared to the Monte-Carlo method. To evaluate the ground response stochastically, the preferable probability density function (PDF) is also examined. Furthermore, the estimation accuracy of the exceedance probability and the limitations of the proposed method are also discussed. Abstract : Highlights: This paper provides a technique to estimate soil amplification under uncertainty of the geometry of stratum boundary. The proposed technique deals with such a very high-resolution 3D-FEM model as 704, 699 * 3 DOF to estimate ground strains. The technique consists of the high-speed calculation technique and the modified point estimate method (modPEM). The modPEM obtains the better estimation accuracy with the same computational cost as the conventional one. The proposed technique provides a reliable response estimation with 1/40 the computation effort for MonteAbstract: This study provides a practical technique for stochastically estimating soil amplification under uncertainty of the geometry of stratum boundary. To evaluate the possible values of the non-linear soil response under ambiguity, a nonlinear dynamic analysis with a high resolution 3D-FEM model is preferable, although the computations still represent a rigorous task. This study modifies Rosenblueth's point estimate method (PEM), which is greatly advantageous from the viewpoint of computational time, and demonstrates that the proposed method can provide good estimations with a very small number of calculations compared to the Monte-Carlo method. To evaluate the ground response stochastically, the preferable probability density function (PDF) is also examined. Furthermore, the estimation accuracy of the exceedance probability and the limitations of the proposed method are also discussed. Abstract : Highlights: This paper provides a technique to estimate soil amplification under uncertainty of the geometry of stratum boundary. The proposed technique deals with such a very high-resolution 3D-FEM model as 704, 699 * 3 DOF to estimate ground strains. The technique consists of the high-speed calculation technique and the modified point estimate method (modPEM). The modPEM obtains the better estimation accuracy with the same computational cost as the conventional one. The proposed technique provides a reliable response estimation with 1/40 the computation effort for Monte Carlo simulation. … (more)
- Is Part Of:
- Soil dynamics and earthquake engineering. Issue 121(2019)
- Journal:
- Soil dynamics and earthquake engineering
- Issue:
- Issue 121(2019)
- Issue Display:
- Volume 121, Issue 121 (2019)
- Year:
- 2019
- Volume:
- 121
- Issue:
- 121
- Issue Sort Value:
- 2019-0121-0121-0000
- Page Start:
- 480
- Page End:
- 490
- Publication Date:
- 2019-06
- Subjects:
- Point estimate -- High-resolution soil model -- FEM -- Local soil amplification -- Ground irregularity
Soil dynamics -- Periodicals
Earthquake engineering -- Periodicals
Sols -- Dynamique -- Périodiques
Génie parasismique -- Périodiques
624.176205 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02677261 ↗
http://www.sciencedirect.com/science/journal/02617277 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.soildyn.2018.11.028 ↗
- Languages:
- English
- ISSNs:
- 0267-7261
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8322.225000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 10158.xml