Zobrazeno 1 - 10
of 48
pro vyhledávání: '"3d fem model"'
Autor:
Aleksander Urbański, Mateusz Richter
Publikováno v:
Archives of Civil Engineering, Iss No 1, Pp 649-665 (2024)
In this paper, the authors present an extension of the scope of the previously conducted research to the full three-dimensional computer simulation (using the finite element method), which takes into account the interaction between: heavy caterpillar
Externí odkaz:
https://doaj.org/article/81dfe37a18664a90a74e7f76c39c30b5
Publikováno v:
Građevinski Materijali i Konstrukcije, Vol 66, Iss 2, Pp 93-106 (2023)
The paper presents three-dimensional numerical models of short concrete-filled steel tubular circular columns that can successfully describe the column behaviour under axial compression. Several of the most commonly used material models for the steel
Externí odkaz:
https://doaj.org/article/1612550f01564dc598b0d3bd7bbcb33d
Publikováno v:
Civil and Environmental Engineering, Vol 17, Iss 2, Pp 681-689 (2021)
The main aim of the article is demonstrating successful design of spread foundations of a commercial centre building, where geotechnical monitoring allows us to check design efficiency and calculate reliability in comparison with real vertical deform
Externí odkaz:
https://doaj.org/article/f3ffd9351c61410da6569d971b3ee29b
Akademický článek
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Publikováno v:
Civil and Environmental Engineering, Vol 17, Iss 2, Pp 681-689 (2021)
The main aim of the article is demonstrating successful design of spread foundations of a commercial centre building, where geotechnical monitoring allows us to check design efficiency and calculate reliability in comparison with real vertical deform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3b81bc223e25f26440c46d1ed1300eb
https://doaj.org/article/f3ffd9351c61410da6569d971b3ee29b
https://doaj.org/article/f3ffd9351c61410da6569d971b3ee29b
Autor:
Vladimir, Nikola, Senjanović, Ivo
Local strength assessment of the tanker forecastle deck structure subjected to towing loads has been performed by means of the general finite element (FE) tool. For this purpose, 3D FE model has been generated with appropriate mesh refinements in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::c9c2a371544bc62569af057228ad8251
https://www.bib.irb.hr/1133362
https://www.bib.irb.hr/1133362
Autor:
Vladimir, Nikola, Senjanović, Ivo
Strength assessment of an aged single-bottom tanker in waves has been performed for its voyage (in towing condition) from Ploče (Croatia) to Izmir (Turkey). The problem is solved by a general hydro-structure tool that combines 3D FE structural model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::b47d900f4402687544b674bbf9b24226
https://www.bib.irb.hr/1126343
https://www.bib.irb.hr/1126343
Practical Implementation of Contract Administration Performance Model in Qatar Construction Projects
Autor:
Hesham Ahmed Elsherbeny, Murat Gunduz
Publikováno v:
Proceedings of the International Conference on Civil Infrastructure and Construction (CIC 2020).
Globally, the performance of Construction Contract Administration (CCA) is becoming of significant interest as the industry suffers from notable delays, cost overruns, and disputes as a consequence of poor contract administration practices. In Qatar,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c6001a31ea0f049804e843b55b80b0d
https://doi.org/10.29117/cic.2020.0009
https://doi.org/10.29117/cic.2020.0009
Publikováno v:
Proceedings of the International Conference on Civil Infrastructure and Construction (CIC 2020).
"This study evaluated the effects of (1) reducing the cementitious content, (2) the use of optimized aggregate gradation (OAG) technique, and (3) the use of Portland limestone cement (Type IL) in Florida Class I pavement and Class IV structural concr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::58dd2050994f49d73e33f5ec6e2d5ae0
https://doi.org/10.29117/cic.2020.0040
https://doi.org/10.29117/cic.2020.0040
Akademický článek
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