A BEM–FEM convolutional approach to the unilateral contact problem of seismic soil–pipeline interaction

Author:

Liolios A.,Pitilakis K.,Yeroyianni M.

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics,General Engineering,Analysis

Reference23 articles.

1. Liolios A, Pitilakis K. Unilateral soil–pipeline interaction analysis under seismic excitation. In: Shah H et al., editors. Proceedings of the 8th World Conference on Earthquake Engineering, Vol. VII, IAEE. Englewood Cliffs, NJ: Prentice-Hall, 1984:303–308.

2. Panagiotopoulos PD. Inequality problems in mechanics and applications. Convex and non-convex energy functions. Basel: Birkhäuser Verlag, 1985.

3. Antes H, Panagiotopoulos PD. The boundary integral approach to static and dynamic contact problems. Equality and inequality methods. Basel: Birkhäuser Verlag, 1992.

4. Wolf JP. Soil–structure interaction analysis in time domain. Englewood Cliffs, NJ: Prentice-Hall, 1988.

5. Brebbia CA, Telles JCF, Wrobel LC. Boundary element techniques. Berlin: Springer-Verlag, 1984.

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