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000297
2010-01-24

Stability Analysis of Framework Shell Stressed by Imperfections

The Bachelor thesis presents a stability analysis of a framework shell stressed by imperfections.

Author
Susanne Schreiber
University
Karlsruhe University of Technology and Economics, Germany

The object of the analysis is the roofing of the "Schlüterhof" courtyard in the armory in Berlin where the exhibition of the "German Historical Museum" can currently be visited. The framework, roofing the inner courtyard, is a flat glazed dome spanned by a plane and an uniform steel mesh consisting of steel cross-sections.

The steel mesh dome is imported into a framework program for a calculation. Then, an interpretation of the results from the stability analysis follows.


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