To derive global and local models for existing steel structures and to obtain sufficient informations on ULS, SLS and eventually FLS.
Steel structures and the derived models for ULS, SLS and eventually FLS-design. Models for calculating the resistance: 3D or plane models consisting of members with elastic or elastoplastic properties. Selection of models as simple as possible but sufficiently exact in the results: Deriving models from the real construction. Calculation of cross section resistances. Limits for member models. Models for analysis of local bearing capacity.
mündlich
Sekretariat des Instituts oder per email: stahlbau@tuwien.ac.at
Stahlbau, Baustatik, Mechanik, Festigkeitslehre