Abstract
In the Chapter devoted to mathematical modelling of transient, cyclic and dynamic problems we have studied two alternative ways to describe these problems, (i) as a system of first order, or (ii) as second order partial differential equations. We will devote this Chapter to Discretization techniques which can be applied for the former.
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© 2012 CISM, Udine
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Pastor, M. (2012). Discretization Techniques for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering: First Order Hyperbolic Partial Differential Equations. In: Di Prisco, C., Wood, D.M. (eds) Mechanical Behaviour of Soils Under Environmentally Induced Cyclic Loads. CISM Courses and Lectures, vol 534. Springer, Vienna. https://doi.org/10.1007/978-3-7091-1068-3_5
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DOI: https://doi.org/10.1007/978-3-7091-1068-3_5
Publisher Name: Springer, Vienna
Print ISBN: 978-3-7091-1067-6
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