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{\Large \bf Insert the title here . . .}
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{\bf First A. Author$^\ast$} \\[0mm]
{\small Department of . . .} \\[-1.0mm]
{\small Munich University of Technlogy, Munich, Germany} \\[-1.0mm]
{\small e--mail: eccm@statik.bauwesen.tu-muenchen.de} \\[-1.0mm]
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{\bf Second B. Author . . .} \\[0mm]
{\small Institute for . . .} \\[-1.0mm]
{\small Cracow University of Technology, Cracow, Poland} \\[-1.0mm]
{\small e--mail: nnsc@pk.edu.pl}
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{\bf ABSTRACT} \\[8mm]
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  {\small
    {\bf Summary} \enspace
    This document provides information . . . 
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Here you should begin with your abstract . . .

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%{\bf REFERENCES} \\[-3mm]
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\begin{thebibliography}{1}

\bibitem{O-S86}
M.~Ortiz and J.C. Simo.
\newblock An analysis of a new class of integration algorithms for
  elastoplastic constitutive relations.
\newblock {\em Int. J. Num. Meth. Eng.}, {\bf23}, 353--366, (1986).

\bibitem{Zienkiewicz}
O.C. Zienkiewicz and R.L. Taylor.
\newblock {\em The Finite Element Method}.
\newblock McGraw-Hill, London, {F}ourth edition, (1989).

\bibitem{dB-M91}
R.~de~Borst and H.-B. M{\"u}hlhaus.
\newblock Continuum models for discontinuous media.
\newblock In J.G.M. van Mier et~al., editors, {\em Fracture Processes in
  Concrete, Rock and Ceramics}, pages 601--618, London. E\&FN Spon/Chapman \&
  Hall, (1991).

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