Zobrazeno 1 - 10
of 1 108
pro vyhledávání: '"serviceability and ultimate limit states"'
Publikováno v:
COMPDYN, 2019, 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Jun 2019, 24-26 June 2019, Crete, Greece, Greece
During the past earthquakes, different low ductile failure modes are observed in the gravity design structures and thus, the most of existing damage indices may fail to assess the damage of gravity design structures accurately in referring to the two
Externí odkaz:
http://arxiv.org/abs/1907.10140
Publikováno v:
In Engineering Structures 15 September 2019 195:172-181
Akademický článek
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Autor:
Bedair, Osama
Publikováno v:
In Journal of Constructional Steel Research 2011 67(10):1415-1425
Akademický článek
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Publikováno v:
ce/papers. 4:481-486
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::127a8290bd25bbc3c1a1a36ad46e0a4c
https://doi.org/10.1002/cepa.1319
https://doi.org/10.1002/cepa.1319
Publikováno v:
Advances in Technology Innovation (2020)
This study evaluates the analysis models of side resistance in rock sections by utilizing a wide variety of load test data. Available analytical models including the empirical adhesion factor versus the rock’s uniaxial compressive strength and its
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::decb7e553bade6966b0d6a5e678803d0
https://doi.org/10.46604/aiti.2020.4155
https://doi.org/10.46604/aiti.2020.4155
Autor:
K. K. Wijesundara, Caterina Negulescu
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
During the past earthquakes, different low ductile failure modes are observed in the gravity design structures and thus, the most of existing damage indices may fail to assess the damage of gravity design structures accurately in referring to the two
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cc9a153901914b8eb80e5b2a4fccf2e
https://doi.org/10.7712/120119.7079.19379
https://doi.org/10.7712/120119.7079.19379
Autor:
James Doherty, Barry Lehane
Publikováno v:
Journal of Offshore Mechanics and Arctic Engineering. 140
Pile foundation design is conventionally conducted using a process of trial and error, where the dimensions of a pile are estimated and the performance is computed and compared with design criteria. The dimensions are varied and the process is repeat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::369b6e69e50b1e9a4ebe1494572d03e3
https://doi.org/10.1115/1.4039523
https://doi.org/10.1115/1.4039523