Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Robert Jockwer"'
Publikováno v:
Journal of Wood Science, Vol 68, Iss 1, Pp 1-14 (2022)
Abstract This paper describes results and analysis of experiment of compression behavior parallel to grain of glulam (Norway Spruce, Japanese cedar, and Japanese cypress), especially in damage zones near loading plates and joints. To investigate the
Externí odkaz:
https://doaj.org/article/e8560c0003bc475db9cdfe9e3f3eca37
Autor:
Dorotea Caprio, Robert Jockwer
Publikováno v:
Buildings, Vol 13, Iss 11, p 2693 (2023)
Joints in timber structures are today typically designed in a simplistic manner, i.e., by assuming linear elastic behaviour or neglecting their real stiffness by assuming ideal pinned or fixed conditions. While such assumptions may be acceptable for
Externí odkaz:
https://doaj.org/article/d1f3541020474e83b7250feab5982b0d
Publikováno v:
Journal of Wood Science, Vol 67, Iss 1, Pp 1-11 (2021)
Abstract This paper describes results and analysis of experimental testing of entire and partial compression strength and stiffness parallel to the grain of solid timber (Japanese cedar). To investigate the spreading effects, the size effect of stren
Externí odkaz:
https://doaj.org/article/76411c3fb9ef49ecb36f40c011e36266
Autor:
Charles R. Frihart, Johannes Konnerth, Andrea Frangi, Christian Gottlöber, Robert Jockwer, Frédéric Pichelin
Publikováno v:
Springer Handbook of Wood Science and Technology ISBN: 9783030813147
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c4e89268352698db4e5535eae4d77b8
https://doi.org/10.1007/978-3-030-81315-4_14
https://doi.org/10.1007/978-3-030-81315-4_14
Publikováno v:
Wood Material Science & Engineering. 17:6-19
Connections made with laterally loaded dowel-type fasteners are important details in timber structures. According to Eurocode 5, their load-carrying capacity can be calculated with the so-called European Yield Model (EYM) and simplified rules for the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ec945ac99dd769ffb9909dd33e03c3d
https://doi.org/10.1080/17480272.2021.1955297
https://doi.org/10.1080/17480272.2021.1955297
Autor:
Michael Klippel, Andrea Frangi, Robert Jockwer, Joachim Schmid, Konstantinos Voulpiotis, Colleen Wade
Publikováno v:
Fire Safe Use of Wood in Buildings ISBN: 9781003190318
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24bf9b81a03aa02d1112bda061e15734
https://doi.org/10.1201/9781003190318-12
https://doi.org/10.1201/9781003190318-12
Publikováno v:
Journal of Wood Science, Vol 67, Iss 1, Pp 1-11 (2021)
This paper describes results and analysis of experimental testing of entire and partial compression strength and stiffness parallel to the grain of solid timber (Japanese cedar). To investigate the spreading effects, the size effect of strength and s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a067eb25b6d97d6640f48e8b0b439491
https://doaj.org/article/76411c3fb9ef49ecb36f40c011e36266
https://doaj.org/article/76411c3fb9ef49ecb36f40c011e36266
Publikováno v:
IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures.
Project tendering is the construction business “Tightrope-walking.” It is a time-limited balance act where technical and business specialists find the best technical proposal at the right price. The purpose and aim of this study were to explore a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23581f83663f1f945f01a890aa5cc465
https://doi.org/10.2749/prague.2022.1902
https://doi.org/10.2749/prague.2022.1902
Publikováno v:
Journal of Building Engineering. 61:105244
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c740b2e89ee7433011e1a683eda5b684
https://doi.org/10.1016/j.jobe.2022.105244
https://doi.org/10.1016/j.jobe.2022.105244
Publikováno v:
Wood Material Science & Engineering. 14:298-311
Dowel-type connections in timber structures should be typically designed in a way that, if the load bearing capacity is exceeded, desirable ductile failure should likely occur, i.e. yielding of the metal dowel or embedment of the timber. However, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2975520a8c71b9578fe0ec49f85d6aaf
https://doi.org/10.1080/17480272.2019.1645206
https://doi.org/10.1080/17480272.2019.1645206