Zobrazeno 1 - 10
of 98
pro vyhledávání: '"serviceability limit states."'
Publikováno v:
Open Engineering, Vol 11, Iss 1, Pp 744-754 (2021)
Improper recognition of the subsoil is the most common cause of problems in the implementation of construction projects and construction facilities failures. Most often, their direct cause is the mismatch of the scope of geotechnical diagnosis to the
Externí odkaz:
https://doaj.org/article/4d86fbcb0d9f4261be0be844f7c443ea
Autor:
Matheus Nunes Reis, Thiarly Feitosa Afonso de Lavôr, João da Costa Pantoja, José Luís Vital de Brito
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 15, Iss 5 (2022)
abstract: In this paper a reliability analysis was carried out, regarding the dynamic responses of displacements and accelerations in the x and y directions at the top of CAARC standard tall building, determined by the numerical-experimental High Fre
Externí odkaz:
https://doaj.org/article/b61dc7b36d7b44849a4c02873f91af38
Publikováno v:
Tehnički Vjesnik, Vol 25, Iss 2, Pp 558-564 (2018)
The paper will discuss a method of analysing head displacements of piles subjected to lateral load test that is suitable for reliability calculation. The obtained results will be used for writing down the serviceability limit state equation related t
Externí odkaz:
https://doaj.org/article/2f66f5e393194f4d9d8d6be79dd70ef0
Autor:
Kim J. R. Rasmussen, Itsaso Arrayago
Publikováno v:
Journal of Constructional Steel Research
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Steel structures can be consistently and efficiently designed using system-based design-by-analysis approaches such as the Direct Design Method. However, since direct design approaches lead to potentially lighter structural configurations, they can a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ea9bcbbc147b1e23dff34d4f395a0c65
https://hdl.handle.net/2117/371775
https://hdl.handle.net/2117/371775
Publikováno v:
Open Engineering, Vol 11, Iss 1, Pp 744-754 (2021)
Improper recognition of the subsoil is the most common cause of problems in the implementation of construction projects and construction facilities failures. Most often, their direct cause is the mismatch of the scope of geotechnical diagnosis to the
Akademický článek
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Publikováno v:
Polymers; Volume 14; Issue 12; Pages: 2513
Serviceability limit states are very important in the design of reinforced concrete elements but they are complex to calculate. Simplified serviceability calculations are provided in EN 1992-1-1 (2013) for steel reinforced elements. The crack widths
Autor:
Matheus Nunes Reis, Thiarly Feitosa Afonso de Lavôr, João da Costa Pantoja, José Luís Vital de Brito
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Volume: 15, Issue: 5, Article number: e15507, Published: 25 MAR 2022
Revista IBRACON de Estruturas e Materiais v.15 n.5 2022
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Repositório Institucional da UnB
Universidade de Brasília (UnB)
instacron:UNB
Revista IBRACON de Estruturas e Materiais v.15 n.5 2022
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Repositório Institucional da UnB
Universidade de Brasília (UnB)
instacron:UNB
In this paper a reliability analysis was carried out, regarding the dynamic responses of displacements and accelerations in the x and y directions at the top of CAARC standard tall building, determined by the numerical-experimental High Frequency Pre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fb902fdfee250b9896b4ac791da8ff6c
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000500207&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000500207&lng=en&tlng=en
Akademický článek
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