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Variability of seismic response of soils using stochastic finite element method

✍ Scribed by M.S. Rahman; C.H. Yeh

Book ID
104322733
Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
995 KB
Volume
18
Category
Article
ISSN
0267-7261

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✦ Synopsis

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 varying characteristics. The uncertainties associated with the input motion and site characteristics may lead to a wide range of variability of the site response. In this paper, a Monte-Carlo based stochastic finite element method is used to study the variability of seismic response.

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