Due to the constraint of high costs and limitations of load conditions, experimental testing is not appropriate for the static study of shelter structures. Comparatively, an effective computational modeling and numerical solution demonstrates significant advantages for understanding the response of steel shelter structures. This study gives an insight into the structural integrity of the prototype shelter structure which is examined using computer simulation of the shelter structure on Abaqus/CAE 2019. The results of the computer modelling demonstrate the response of shelter structure under ten different loading conditions as per ISO 1496:2013 (E). The loading conditions are applied to various components of the shelter structure and corresponding deflection are observed.
| Identifer | oai:union.ndltd.org:unt.edu/info:ark/67531/metadc1707294 |
| Date | 08 1900 |
| Creators | Rao, Noraiz |
| Contributors | Yu, Cheng, 1974-, Nasrazadani, Seifollah, 1956-, Rashidyan, Saman |
| Publisher | University of North Texas |
| Source Sets | University of North Texas |
| Language | English |
| Detected Language | English |
| Type | Thesis or Dissertation |
| Format | viii, 65 pages : illustrations, Text |
| Rights | Public, Rao, Noraiz, Copyright, Copyright is held by the author, unless otherwise noted. All rights Reserved. |
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