Validating a Computational Model of a Rooflight Steel Structure by Means of a Load Test

Author:

Čajka Radim1ORCID,Krejsa Martin2

Affiliation:

1. VSB Technical University Ostrava

2. VSB - Technical University Ostrava

Abstract

During erection of a rooflight steel structure excessive deformation started appearing in the steel structure designed for a rooflight. After repairing the load-carrying system it was necessary to check whether the structure was free of permanent deformations. The situation was consulted with the investor and it was proposed to carry out a load test which should prove that the real structure was in accordance with the computational model.

Publisher

Trans Tech Publications, Ltd.

Reference23 articles.

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2. R. Cajka and P. Manasek: Building Structures in Danger of Flooding. In Proceedings of IABSE Conference: Role of Structural Engineers towards Reduction of Poverty. New Delhi, India, pp.551-558 (8 p), ISBN 978-3-85748-111-6, WOS: 000245746100072, (2005).

3. R. Cajka and P. Mateckova: Different types of pre-stressed hollow core panels and their fire resistance according to eurocodes. Journal of Structural Fire Engineering, Vol. 1 (4), pp.243-248 (6 p). ISSN 20402317, DOI: 10. 1260/2040-2317. 1. 4. 243, (2010).

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