Zobrazeno 1 - 10
of 853
pro vyhledávání: '"Deformation model"'
Autor:
I. T. Mirsayapov, G. T. Apkhadze
Publikováno v:
Vestnik MGSU, Vol 19, Iss 9, Pp 1435-1443 (2024)
Introduction. The load-bearing capacity of normal sections of eccentrically compressed reinforced concrete structures at small eccentricities, according to current regulatory documents, is determined taking into account the linear approximation of th
Externí odkaz:
https://doaj.org/article/7fca50e7dfaf43de9d23307595caf630
Publikováno v:
International Journal of Digital Earth, Vol 17, Iss 1 (2024)
Monitoring ongoing permafrost degradation on the Qinghai–Tibet Plateau is challenging because of its underground characteristics. Interferometric synthetic aperture radar (InSAR) technology, which can detect large-scale and high-precision surface d
Externí odkaz:
https://doaj.org/article/dd16592830f342a1a7fe14bd946add06
Publikováno v:
Nuclear Engineering and Technology, Vol 56, Iss 7, Pp 2859-2874 (2024)
This paper presents the finite element deformation and failure simulation of a typical Korean high-power reactor vessel under a severe accident characterized by large break loss of coolant (LBLOCA) with in-vessel retention of molten corium through ex
Externí odkaz:
https://doaj.org/article/8e7545a1c2a1418491e4c83bca3bdc17
Publikováno v:
Geophysical Research Letters, Vol 51, Iss 20, Pp n/a-n/a (2024)
Abstract Although fault locking state has been widely acquired with space geodetic observations, the mechanisms controlling fault locking are poorly known. Here, we infer the locking state of the Xiaojiang fault with a viscoelastic deformation model
Externí odkaz:
https://doaj.org/article/123cbdffd23945899044a471eaec1b12
Publikováno v:
Vestnik MGSU, Vol 19, Iss 4, Pp 527-543 (2024)
Introduction. Being an integral part of the modern construction, concrete is a complex nonlinear material. The behaviour of concrete depends to a large extent on stress–strain state and loading history. Among the structures of newly constructed and
Externí odkaz:
https://doaj.org/article/4dd7a8f3940e463194c2cad8ec19d2ec
Autor:
Tarrío José Antonio, Cáceres Catalina, Vásquez Valeria, Marten Miguel, Inzunza Jesarella, Isla Fernando, Caverlotti Marcelo, Jeldres Gabriel, Urrutia Rodrigo, Mardones Cristian, Fernandes Rui
Publikováno v:
Journal of Geodetic Science, Vol 14, Iss 1, Pp pp. 162-167 (2024)
The use of regional kinematic reference frames (mRFs) in seismic zones is uncommon worldwide. This article proposes a solution implemented for Chilean mining, whose current projects are based on the classic reference frames (PSAD56 and SAD69). The ap
Externí odkaz:
https://doaj.org/article/34e88d52bf2d49c49a6b49a2b526e6e6
Publikováno v:
Железобетонные конструкции, Vol 3, Iss 3, Pp 20-31 (2023)
In this study, a detailed analysis of the use of standardized deformation models is carried out to calculate the design characteristics of reinforced concrete elements, such as crack resistance. For theoretical verification of the values of the momen
Externí odkaz:
https://doaj.org/article/9915313a86cc452293b35d2eea2c5177
Akademický článek
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Akademický článek
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Autor:
Dekhterev Denis
Publikováno v:
E3S Web of Conferences, Vol 533, p 02021 (2024)
When designing reinforced concrete structures operated in aggressive environments, there is a need to take into account corrosion damage and assess the overall reliability and durability of the structure. The calculation of reinforced concrete elemen
Externí odkaz:
https://doaj.org/article/6f9ff178db43426f9153232ab3fd3a62