Zobrazeno 1 - 10
of 12 379
pro vyhledávání: '"Stiffness matrix"'
Publikováno v:
Горные науки и технологии, Vol 9, Iss 2, Pp 116-133 (2024)
The anisotropy in the deformational behavior of blocky rock masses has been comprehensively investigated. The uniaxial deformation modulus was selected as the key parameter. This modulus is generally anisotropic and depends on the loading direction,
Externí odkaz:
https://doaj.org/article/5b541b66b0114891976970c28f0aea2d
Publikováno v:
Composites Part C: Open Access, Vol 14, Iss , Pp 100473- (2024)
This paper presents the novel development of the dynamic stiffness matrix for a three-layered symmetric pre-twisted sandwich beam (PTSB), aiming to investigate its free vibration characteristics. The outer layers of the beam are modeled using the Eul
Externí odkaz:
https://doaj.org/article/add5a5f920624503a1a18965de1e4e61
Publikováno v:
Engineering Computations, 2023, Vol. 40, Issue 6, pp. 1485-1507.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/EC-11-2022-0676
Publikováno v:
Forces in Mechanics, Vol 14, Iss , Pp 100260- (2024)
Geo-materials naturally display a certain degree of anisotropy due to various effects such as deposition. Besides, they are often two-phase materials with a solid skeleton and voids filled with water, and commonly known as poroelastic materials. In t
Externí odkaz:
https://doaj.org/article/08496bca17a849a89db2d4343f48095a
Autor:
Yang Shengfei, Zhu Jiankai
Publikováno v:
Applied Mathematics and Nonlinear Sciences, Vol 9, Iss 1 (2024)
In this paper, the steel structure system of the assembled building is studied, the box modular building stiffness matrix reduction is proposed, and the calculation method of nodal stiffness matrix reduction is proposed based on the concept of nodal
Externí odkaz:
https://doaj.org/article/5d72a8c88eaf4c7c82ec30835d1ebfcb
Autor:
Marina N. Maslova
Publikováno v:
Геосистемы переходных зон, Vol 7, Pp 316-330 (2023)
The design of multi-storey buildings is a natural trend in the development of a modern metropolis. Obtaining exact solutions when studying their own and forced oscillations within the framework of a continuous homogeneous medium model (continuum mech
Externí odkaz:
https://doaj.org/article/53e1c483657f4b42b49d06e0d9d6735b
Autor:
Peter G. Velikanov, Yury P. Artyukhin
Publikováno v:
Геосистемы переходных зон, Vol 7, Pp 304-315 (2023)
The design of multi-storey buildings is a natural trend in the development of a modern metropolis. Obtaining exact solutions when studying their own and forced oscillations within the framework of a continuous homogeneous medium model (continuum mech
Externí odkaz:
https://doaj.org/article/1beb15b3c0e84eca9ade8c70cac5074d
Autor:
Matthew Hall
Publikováno v:
Energies, Vol 17, Iss 13, p 3155 (2024)
This paper presents a generalized and efficient method for quasi-static analysis of mooring systems, including complex scenarios such as when shared mooring lines interconnect multiple floating wind or wave energy devices. While quasi-static mooring
Externí odkaz:
https://doaj.org/article/59db30aff74740429a7de4b882dcd5a9
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
Akhazhanov Sungat, Vatin Nikolai, Akhmediyev Serik, Akhazhanov Talgat, Khabidolda Omirkhan, Nurgoziyeva Aizhan
Publikováno v:
Magazine of Civil Engineering, Vol 121, Iss 05 (2023)
When calculating beams resting on a solid elastic foundation, the simplest foundation models proposed by Winkler-Zimmerman and Vlasov-Leontyev are often used. These hypotheses have been repeatedly subjected to well-founded criticism, because they do
Externí odkaz:
https://doaj.org/article/1adff22b3bc0403f932fa37625dbe5ca