On the formulation of geometrically nonlinear 3D-Rebar-elements using the enhanced assumed strain method

Autor:	Sprenger, W., Wagner, W. *
Zdroj:	In Engineering Structures 1999 21(3):209-218
Databáze:	ScienceDirect
Externí odkaz:	Zobrazit plný text záznamu Full Text from ScienceDirect