{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,5,14]],"date-time":"2025-05-14T12:05:48Z","timestamp":1747224348814,"version":"3.40.5"},"reference-count":23,"publisher":"Trans Tech Publications, Ltd.","license":[{"start":{"date-parts":[[2014,1,16]],"date-time":"2014-01-16T00:00:00Z","timestamp":1389830400000},"content-version":"vor","delay-in-days":15,"URL":"https:\/\/www.scientific.net\/PolicyAndEthics\/PublishingPolicies"},{"start":{"date-parts":[[2014,1,16]],"date-time":"2014-01-16T00:00:00Z","timestamp":1389830400000},"content-version":"tdm","delay-in-days":15,"URL":"https:\/\/www.scientific.net\/license\/TDM_Licenser.pdf"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["AMM"],"abstract":"<jats:p>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.<\/jats:p>","DOI":"10.4028\/www.scientific.net\/amm.501-504.592","type":"journal-article","created":{"date-parts":[[2014,1,16]],"date-time":"2014-01-16T16:41:21Z","timestamp":1389890481000},"page":"592-598","source":"Crossref","is-referenced-by-count":12,"title":["Validating a Computational Model of a Rooflight Steel Structure by Means of a Load Test"],"prefix":"10.4028","volume":"501-504","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-2346-062X","authenticated-orcid":false,"given":"Radim","family":"\u010cajka","sequence":"first","affiliation":[{"name":"VSB  Technical University Ostrava"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Martin","family":"Krejsa","sequence":"additional","affiliation":[{"name":"VSB - Technical University Ostrava"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"2457","published-online":{"date-parts":[[2014,1]]},"reference":[{"key":"1011997","doi-asserted-by":"publisher","unstructured":"R. Cajka: Soil \u2013 structure interaction in case of exceptional mining and flood actions. In: Proceedings ofFinal Conference of COST Action C12: Improvement of Buildings' Structural Quality by New Technologies, University of Innsbruck, Austria, ISBN 04-1536-609-7, (2005).","DOI":"10.1201\/9780203970843.ch41"},{"key":"1011998","unstructured":"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)."},{"key":"1011999","doi-asserted-by":"publisher","unstructured":"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).","DOI":"10.1260\/2040-2317.1.4.243"},{"key":"1012000","doi-asserted-by":"publisher","unstructured":"R. Cajka and P. Martinec: Structural Failures of Buildings Caused by Volume Changes of Steel Slag. Transactions of the VSB - Technical University of Ostrava, Construction Series, Vol. XI, Issue 2, VSB - TU Ostrava, ISSN 1804-4824, DOI: 10. 2478\/v10160-011-0037-4, (2011).","DOI":"10.2478\/v10160-011-0037-4"},{"key":"1012001","unstructured":"R. Cajka, P. Mateckova, M. Stara and M. Janulikova: Testing of pre-stressed masonry corner for tri-axial stress-strain analysis. In 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012. Vienna; Austria, pp.1955-1958 (4 p), ISBN: 978-041562126-7, (2012)."},{"key":"1012002","doi-asserted-by":"publisher","unstructured":"P. Janas, M. Krejsa and V. Krejsa: Assessment Using Direct Determined Probabilistic Calculation. In: Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing: CC 2009, Civil-Comp Press, 2009. ISBN 978-1-905088-31-7. Elsevier B.V., ISBN 978-190508830-0. DOI: 10. 4203\/ccp. 91. 72, (2012).","DOI":"10.4203\/ccp.91.72"},{"key":"1012003","doi-asserted-by":"publisher","unstructured":"P. Janas, M. Krejsa and V. Krejsa: Using the Direct Determined Fully Probabilistic Method (DDFPM) for determination of failure. In: Proceedings of European Safety and Reliability Conference (ESREL 2009): Reliability, Risk and Safety: Theory and Applications, Vols 1-3, London: Taylor & Francis Group, pp.1467-1474 (8 p). ISBN 978-0-415-55509-8. WOS: 000281188500203, (2010).","DOI":"10.1201\/9780203859759.ch203"},{"key":"1012004","doi-asserted-by":"publisher","unstructured":"Z. Kala: Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames with Initial Imperfections. Journal of Civil Engineering and Management. Vol. 18, Issue 1, pp.81-90 (10 p), ISSN 1392-3730, DOI: 10. 3846\/13923730. 2012. 655306, (2012).","DOI":"10.3846\/13923730.2012.655306"},{"key":"1012005","unstructured":"J. Kala, V. Salajka and P. Hradil: Investigation of eigenvalue problem of water tower construction interacting with fluid. Journal of Vibroengineering. Vol. 14, Issue 3, pp.1151-1159 (9 p), ISSN 1392-8716, (2012)."},{"key":"1012006","doi-asserted-by":"publisher","unstructured":"J. Kralik: Deterministic and probabilistic analysis of steel frame bracing system efficiency. Applied Mechanics and Materials. Vol. 390, pp.172-177.","DOI":"10.4028\/www.scientific.net\/amm.390.172"},{"key":"1012007","doi-asserted-by":"publisher","unstructured":"M. Krejsa, P. Janas and R. Cajka: Using DOProC method in structural reliability assessment. Applied Mechanics and Materials: Mechatronics and Applied Mechanics II. Editors: ChingKuo Wang and Jing Guo. Zurich, Switzerland: Trans Tech Publications, Vol. 300-301, pp.860-869 (10 p), ISSN 1660-9336, ISBN 978-303785651-2, DOI: 10. 4028\/www. scientific. net\/AMM. 300-301. 860, (2013).","DOI":"10.4028\/www.scientific.net\/amm.300-301.860"},{"key":"1012008","doi-asserted-by":"publisher","unstructured":"M. Krejsa, P. Janas, I. Yilmaz, M. Marschalko and T. Bouchal: The Use of the Direct Optimized Probabilistic Calculation Method in Design of Bolt Reinforcement for Underground and Mining Workings. The Scientific World Journal, vol. 2013, Article ID 267593, 13 p. doi: 10. 1155\/2013\/267593, (2013).","DOI":"10.1155\/2013\/267593"},{"key":"1012009","doi-asserted-by":"publisher","unstructured":"M. Krejsa: Probabilistic reliability assessment of steel structures exposed to fatigue. Proceedings of Conference ESREL 2013: Safety, Reliability and Risk Analysis: Beyond the Horizon, Amsterdam, Nederland, 2013, London: Taylor & Francis Group, pp.2671-2679 (9 p), ISBN 978-1-138-00123-7, (2014).","DOI":"10.1201\/b15938-404"},{"key":"1012010","unstructured":"V. Krivy and R. Cajka: Design and Reliability Assessment of Roof Structural Elements Using the New Digital Ground Snow Load Map of the Czech Republic. In Proceedings of 17th International Conference on Engineering Mechanics 2011, pp.95-98 (4 p), ISBN 978-80-87012-33-8, WOS: 000313492700077, (2011)."},{"key":"1012011","doi-asserted-by":"publisher","unstructured":"V. Krivy and L. Fabian: Calculation of corrosion losses on weathering steel structures. Applied Mechanics and Materials, vol. 188, pp.177-182 (6 p). ISSN: 16609336, ISBN: 978-303785452-5, DOI: 10. 4028\/www. scientific. net\/AMM. 188. 177, (2012).","DOI":"10.4028\/www.scientific.net\/amm.188.177"},{"key":"1012012","doi-asserted-by":"publisher","unstructured":"A. Lokaj, K. Vavrusova and E. Rykalova: Application of laboratory tests results of dowel joints in cement-splinter boards VELOX into the fully probabilistic methods (SBRA method). Applied Mechanics and Materials, vol. 137, pp.95-99 (5 p). ISSN: 16609336, ISBN: 978-303785291-0, DOI: 10. 4028\/www. scientific. net\/AMM. 137. 95, (2012).","DOI":"10.4028\/www.scientific.net\/amm.137.95"},{"key":"1012013","doi-asserted-by":"publisher","unstructured":"D. Mikolasek, O. Sucharda and J. Brozovsky: Analysis of composite timber-concrete ceiling structure by finite element method. Applied Mechanics and Materials, vol. 351-352, pp.254-259 (6 p). ISSN: 16609336, DOI: 10. 4028\/www. scientific. net\/AMM. 351-352. 254, (2013).","DOI":"10.4028\/www.scientific.net\/amm.351-352.254"},{"key":"1012014","doi-asserted-by":"publisher","unstructured":"J. Naprstek and S. Pospisil: Response types and general stability conditions of linear aero-elastic system with two degrees-of-freedom. Journal of Wind Engineering and Industrial Aerodynamics. Vol. 111, pp.1-13, ISSN 0167-6105, DOI: 10. 1016\/j. jweia. 2012. 08. 002, (2012).","DOI":"10.1016\/j.jweia.2012.08.002"},{"key":"1012015","unstructured":"D. Pustka, R. Cajka, P. Marek and L. Kalocova: Multi-Components Load Effect Analysis on a Slender Reinforced Concrete Column Using Probabilistic SBRA Method. In: Proceedings of Eleventh East Asia-Pacific Conference on Structural Engineering & Construction - Building a SustainableEnvironment, Taipei, Taiwan, pp.334-335 (2 p), ISBN 978-986-80222-4-9, (2008)."},{"key":"1012016","doi-asserted-by":"publisher","unstructured":"M. Sykora, M. Holicky and J. Markova: Verification of existing reinforced concrete bridges using the semi-probabilistic approach. Engineering Structures, Vol. 56, pp.1419-1426 (8 p), ISSN 0141-0296, DOI: 10. 1016\/j. engstruct. 2013. 07. 015, (2013).","DOI":"10.1016\/j.engstruct.2013.07.015"},{"key":"1012017","doi-asserted-by":"publisher","unstructured":"A. Tesar and J. Melcer: Structural monitoring in advanced bridge engineering. International Journal for Numerical Methods in Engineering. Vol. 74, Issue 11, pp.1670-1678 (9 p), ISSN 0029-5981, DOI: 10. 1002\/nme. 2224, (2008).","DOI":"10.1002\/nme.2224"},{"key":"1012018","doi-asserted-by":"publisher","unstructured":"K. Vavrusova: New alternative methods for design of joints and elements of timber structures. Applied Mechanics and Materials, Vol. 351-352, pp.1710-1713 (4 p). ISSN: 16609336, ISBN: 978-303785774-8, DOI: 10. 4028\/www. scientific. net\/AMM. 351-352. 1710, (2013).","DOI":"10.4028\/www.scientific.net\/amm.351-352.1710"},{"key":"1012019","unstructured":"J. Vican and M. Sykora: Numerical analysis of the bridge orthotropic deck time dependent resistance. Komunikacie. Vol. 15, Issue 3, pp.112-117 (6 p), ISSN 1335-4205, (2013)."}],"container-title":["Applied Mechanics and Materials"],"original-title":[],"link":[{"URL":"https:\/\/www.scientific.net\/AMM.501-504.592.pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2021,1,12]],"date-time":"2021-01-12T22:33:46Z","timestamp":1610490826000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.scientific.net\/AMM.501-504.592"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2014,1]]},"references-count":23,"URL":"https:\/\/doi.org\/10.4028\/www.scientific.net\/amm.501-504.592","relation":{},"ISSN":["1662-7482"],"issn-type":[{"type":"electronic","value":"1662-7482"}],"subject":[],"published":{"date-parts":[[2014,1]]}}}