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Load Carrying Capacity of Metal Dowel Type Connections of Timber Structures Cover

Load Carrying Capacity of Metal Dowel Type Connections of Timber Structures

By: Jozef Gocál  
Open Access
|Dec 2014

References

  1. [1] STN EN 1995-1-1: Eurocode 5. Design of timber structures. Part 1-1: General rules for buildigs. SUTN Bratislava, 2008.
  2. [2] JOHANSEN, K. W.: Theory of timber connections. International Association of Bridge and Structural Engineering. Publication No. 9: 249-262. Bern, Switzerland, 1949.
  3. [3] BLASS, H. J. et al.: Timber engineering. STEP 1. Basis of design, material properties, structural components and joints. Netherlands Centrum Hout 1995.
  4. [4] PORTEOUS, J. - KERMANI, A.: Structural Timber Design to Eurocode 5. Blackwell Publishing, 2007.10.1002/9780470697818
  5. [5] http://www.pilex.sk/.
  6. [6] http://stavebnictvo.sk/profiles/blogs/rozmery-stavebne-rezivo-drevo.
  7. [7] STN EN 338: Structural timber. Strength classes. SUTN Bratislava, 2010.
DOI: https://doi.org/10.2478/cee-2014-0011 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Page range: 51 - 60
Published on: Dec 30, 2014
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2014 Jozef Gocál, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.