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Determination of Load Bearing Capacity for Spatial Joint with Steel Angle Brackets
Czech Tech Univ, Czech Republic.
Linnaeus University, Faculty of Technology, Department of Building Technology.ORCID iD: 0000-0001-5591-1045
Linnaeus University, Faculty of Technology, Department of Building Technology.
Czech Tech Univ, Czech Republic.
2015 (English)In: 2ND INTERNATIONAL CONFERENCE ON INNOVATIVE MATERIALS, STRUCTURES AND TECHNOLOGIES / [ed] Sahmenko, G; Rucevskis, S; Bajare, D, 2015, article id UNSP 012070Conference paper, Published paper (Refereed)
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Abstract [en]

The design of spatial connections in load bearing timber structures with steel angle brackets has insufficient support in the existing design standards. Therefore, research has been necessary to improve this state of the art. In the current paper an experimental study on two designs of angle brackets is presented and the results from full-scale experiments are compared to numerical and analytical computational models.

Place, publisher, year, edition, pages
2015. article id UNSP 012070
Series
IOP Conference Series-Materials Science and Engineering, ISSN 1757-8981 ; 96
National Category
Civil Engineering
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
URN: urn:nbn:se:lnu:diva-48303DOI: 10.1088/1757-899X/96/1/012070ISI: 000365029600070Scopus ID: 2-s2.0-84960415614OAI: oai:DiVA.org:lnu-48303DiVA, id: diva2:881761
Conference
2nd International Conference on Innovative Materials, Structures and Technologies (IMST), SEP 30-OCT 02, 2015, Riga, LATVIA
Available from: 2015-12-11 Created: 2015-12-11 Last updated: 2016-09-23Bibliographically approved

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Ormarsson, SigurdurVessby, Johan

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  • apa
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  • Other locale
More languages
Output format
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  • asciidoc
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