Stochastic Seismic Response of an Algiers Site with Random Depth to Bedrock

• Published in: Proceedings of the 2nd International Symposium on Computational Mechanics and the 12th International Conference on the Enhancement and Promotion of Computational Methods in Engineering and Science 2009-12, Vol.1233, p.516-521
• Main Authors: Badaoui, M, Berrah, M K, Mebarki, A
• Format: Article
• Language: English
• Subjects: Acceleration; Algeria; Amplification; Bedrock; Case depth; Coefficient of variation; Computer simulation; Damage; Destruction; Earthquake damage; Grounds; Heterogeneity; Mechanical properties; Monte Carlo methods; Random variables; Randomness; Resonant frequency; Seismic engineering; Seismic phenomena; Seismic response; Soil (material); Stations; Stiffness matrix; Stochasticity; Transfer functions; Uncertainty; Wave propagation; Widening
• ISSN: 0094-243X

Among the important effects of the Boumerdes earthquake (Algeria, May 21st 2003) was that, within the same zone, the destructions in certain parts were more important than in others. This phenomenon is due to site effects which alter the characteristics of seismic motions and cause concentration of damage during earthquakes. Local site effects such as thickness and mechanical properties of soil layers have important effects on the surface ground motions. This paper deals with the effect of the randomness aspect of the depth to bedrock (soil layers heights) which is assumed to be a random variable with lognormal distribution. This distribution is suitable for strictly non-negative random variables with large values of the coefficient of variation. In this case, Monte Carlo simulations are combined with the stiffness matrix method, used herein as a deterministic method, for evaluating the effect of the depth to bedrock uncertainty on the seismic response of a multilayered soil. This study considers a P and SV wave propagation pattern using input accelerations collected at Keddara station, located at 20 km from the epicenter, as it is located directly on the bedrock. A parametric study is conducted do derive the stochastic behavior of the peak ground acceleration and its response spectrum, the transfer function and the amplification factors. It is found that the soil height heterogeneity causes a widening of the frequency content and an increase in the fundamental frequency of the soil profile, indicating that the resonance phenomenon concerns a larger number of structures.