Glulam columns made of European beech timber: compressive strength and stiffness parallel to the grain, buckling resistance and adaptation of the effective-length method according to Eurocode 5
Author(s): |
Thomas Ehrhart
René Steiger Pedro Palma Ernst Gehri Andrea Frangi |
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Medium: | journal article |
Language(s): | English |
Published in: | Materials and Structures, 26 June 2020, n. 4, v. 53 |
DOI: | 10.1617/s11527-020-01524-6 |
Copyright: | © The Author(s) 2020 |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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- About this
data sheet - Reference-ID
10428083 - Published on:
30/07/2020 - Last updated on:
02/06/2021