Zobrazeno 1 - 10
of 207
pro vyhledávání: '"GIS_publi"'
Autor:
Bartłomiej Sawicki, Eugen Brühwiler
Publikováno v:
Structure and Infrastructure Engineering. 18:1442-1456
The safety of existing bridges may be assessed using data from monitoring. The fatigue damage induced during observation period is extrapolated to the total service duration of a structure, and the reserve capacity is estimated. However, due to the r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::20ff0f7213b7a73a4d3528af7ab91196
https://doi.org/10.1080/15732479.2022.2059527
https://doi.org/10.1080/15732479.2022.2059527
Autor:
Touilbi, Abdelhak, Brühwiler, Eugen
Publikováno v:
Beton- und Stahlbetonbau. 117:155-166
Der Regelermüdungsnachweis für Straßenbrücken nach Eurocode kann mit dem aus einem Einzelfahrzeug bestehenden Ermüdungslastmodell ELM3 und den sogenannten Schadensäquivalenzfaktoren λi geführt werden, ohne das aufwendige Ermüdungslastmodell
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::02fb1ce1f27a968001a5abead63b4037
https://doi.org/10.1002/best.202100096
https://doi.org/10.1002/best.202100096
Publikováno v:
Procedia Structural Integrity, 42, 480-489. Elsevier
The fatigue strength of structural steel components subjected to cyclic loading is often characterized in terms of S-N curves derived under constant amplitude (CA) loading. However, these are often subjected to load histories of variable amplitude an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7de5ec7427d44c9471ccae65f1074bc6
https://research.tue.nl/en/publications/f5c5d8ea-5d72-49ec-9abf-410ab3bfc172
https://research.tue.nl/en/publications/f5c5d8ea-5d72-49ec-9abf-410ab3bfc172
Publikováno v:
Frontiers in Built Environment, 9
Frontiers in Built Environment, 9
ISSN:2297-3362
ISSN:2297-3362
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18577f5e446746e8f99c82a12d8299ed
https://doi.org/10.3389/fbuil.2023.1164719
https://doi.org/10.3389/fbuil.2023.1164719
Publikováno v:
Frontiers in Built Environment, 8
Managing existing civil infrastructure is challenging due to evolving functional requirements, material aging, and climate change. With increasingly limited economic, environmental, and material resources, more sustainable solutions for practical ass
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bb4b5273425a0db1521c47015ff156ad
https://hdl.handle.net/20.500.11850/591686
https://hdl.handle.net/20.500.11850/591686
Publikováno v:
Engineering Structures, 279
In the evolution of structural glass beam elements, the requirements for post-fracture load bearing capacity and safe failure behaviour have led to the development of reinforced and post-tensioned beams. Maximum bending capacity in the post-fracture
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4dcc37829208028efdfeae972efa9ffd
http://resolver.tudelft.nl/uuid:504883aa-3dda-409d-bbba-340a4cb98fbb
http://resolver.tudelft.nl/uuid:504883aa-3dda-409d-bbba-340a4cb98fbb
Publikováno v:
Cement and Concrete Composites. 140:105122
This paper discusses the influence of fiber orientation on elastic limit tensile stress of ultra-high performance fiber reinforced cementitious composites (UHPFRC). An original model relating elastic limit tensile stress to fiber orientation is propo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a078cdabc63e5e9ca3875582283f7ee
https://doi.org/10.1016/j.cemconcomp.2023.105122
https://doi.org/10.1016/j.cemconcomp.2023.105122
Autor:
BrühwilerEugen
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering History and Heritage. 174:133-138
The Swiss shell pioneer Heinz Isler (1926–2009) fundamentally challenged established shell design methods by introducing original methods of form finding based on gravity. He realised elegant and pure shell forms in reinforced concrete, incarnating
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3d53559078d4c98fc3212f1af518561
https://doi.org/10.1680/jenhh.20.00013
https://doi.org/10.1680/jenhh.20.00013
Publikováno v:
Construction and Building Materials, 343
Determining the relationship between the cause of damage and the subsequent structural behavior of infrastructure systems requires an accurate characterization of the propagation of cracks, which represents the evolution of the damage state. When no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::05fa5329085da97a7f71b490da038467
https://hdl.handle.net/20.500.11850/557211
https://hdl.handle.net/20.500.11850/557211
Publikováno v:
Composite Structures. 312:116864
Two full-scale PC box girders with typical damage were derived from an in-situ bridge that was in service about 20 years, to understand the strengthening effects of prestressed CFRP plates for the entire bottom slab, casting of a RC layer in composit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ef0af1400e059cb9aa59bbebf82dc74e
https://doi.org/10.1016/j.compstruct.2023.116864
https://doi.org/10.1016/j.compstruct.2023.116864