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Civil-Comp Proceedings
ISSN 1759-3433
ISSN 1759-3433
CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY
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Paper 46
Seismic Analysis of a Stadium Roof Structure
P. Rosko and A. Bekö
Center of Mechanics and Structural Dynamics, Vienna University of Technology, Austria
Full Bibliographic Reference for this paper
, "Seismic Analysis of a Stadium Roof Structure", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 46, 2014. doi:10.4203/ccp.106.46
Keywords: earthquake, time history analysis, stadium roof structure..
Summary
The paper is concerned with the seismic analysis of Austria's largest stadium roof.
The basic idea of statics lies in the space geometry of the roof. The steel truss
structure connects the inner elliptical tensioned ring with an outer supported ring.
The shape of the roof was designed according to minimum potential energy theory.
The seismic bearing capacity of the structure was originally proved on the basis of
Eurocode 8. This paper presents the time history analysis using earthquake records
from a strong motion database. Results in the time domain show the behaviour of
the structure during earthquake.
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