The evaluation of seismic response of soil sites constitutes an important problem with respect to groundmotion amplification and soil instability because of liquefaction. The base motion generated during earthquake is a random process. In addition, the soil sites are usually homogenous with randomly
Nonlinear seismic response of a volcanic hill using the finite element method
โ Scribed by M.V Sincraian; C.S Oliveira
- Book ID
- 104322419
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 465 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0267-7261
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โฆ Synopsis
Recent research in soil dynamics is directed toward a better understanding of the seismic behavior of soil within the framework of the principles of nonlinear continuum mechanics. The objectives of this paper are: (1) the analysis of seismic response of a volcanic soil at different spots of a hill located in one of islands of the Central Group of Azores Archipel; (2) the inยฏuence on the seismic response of increasing peak ground acceleration values; (3) comparison of results from the analytical model with motion recorded during an aftershock of the July 9, 1998 earthquake; (4) the sensitivity of a few model parameters on the response. A ยฎnite element bidimensional representation using the DruckerยฑPrager cap model is employed in the study.
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Some of the available stochastic finite element methods are adapted and evaluated for the analyses of response of soils with uncertain properties subjected to earthquake induced random ground motion. In this study, the dynamic response of a soil mass, with finite element discretization, is formulate
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