Zobrazeno 1 - 10
of 13 623
pro vyhledávání: '"Shear wall"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-18 (2024)
Abstract This paper discusses the seismic performance of five reduced-scale shear walls, including one cast-in-place (CIP) concrete shear wall, two precast concrete (PC) shear walls with overlapping U-bar loop connections, and two PC shear walls with
Externí odkaz:
https://doaj.org/article/450db0a665f44d3ca8e392311014f350
Publikováno v:
Chengshi guidao jiaotong yanjiu, Vol 27, Iss 10, Pp 104-109 (2024)
Objective Due to the limited space available at the shield launching site, the restricted size of the reaction frame cannot provide sufficient shield launching reaction force on its own. Therefore, it is necessary to design and install a back-support
Externí odkaz:
https://doaj.org/article/06b9821670984dd59b6e0539c35d91c5
Publikováno v:
Rekayasa Sipil, Vol 18, Iss 3, Pp 272-280 (2024)
Indonesia is vulnerable to earthquakes due to its location on the “Ring of Fire,” recent research highlights the potential for megathrust earthquakes off the southern coasts of Java and Sumatra. Researching earthquake-resistant building structure
Externí odkaz:
https://doaj.org/article/da56765cb72442e0b67f987f809e9e0d
Publikováno v:
BioResources, Vol 19, Iss 4, Pp 8411-8426 (2024)
In the post and beam structure, the post and beam play a crucial role in directly supporting and transmitting loads, thus making them essential elements in structural design. In cases where the moment resistance performance of the post-beam joint is
Externí odkaz:
https://doaj.org/article/9aab9b74304b438198da07ad5b0a532c
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 1, Pp 99-112 (2024)
The shear wall is one of the most important systems to resist lateral loads in the building. In addition to controlling the lateral displacement of the structure and dealing with the lateral force, this system significantly increases the stiffness of
Externí odkaz:
https://doaj.org/article/54637481663b445fa5bb95d9fd43d86b
Autor:
M. Gholhaki, M. Tajik
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 1, Pp 113-123 (2024)
Despite the knowledge of steel shear walls for many years, not much attention was paid to it. Steel shear walls without stiffeners and with stiffeners have been used in America in recent years. This system is 50% cheaper compared to the bending frame
Externí odkaz:
https://doaj.org/article/e86ed9a4ebb247c2a640c933b713497e
Autor:
Diah Sarasanty, Ahmad Ali Wafa Baidowi
Publikováno v:
Rekayasa Sipil, Vol 18, Iss 2, Pp 88-93 (2024)
Multi-story buildings have a risk of structural failure, especially at joint connections, including raft elements and shear walls, due to the interaction behavior of the shear joints. The problem raised in this research is how to analyze the performa
Externí odkaz:
https://doaj.org/article/f5c3f3ba22d944d481b54ecfff14f662
Publikováno v:
Nuclear Engineering and Technology, Vol 56, Iss 6, Pp 2352-2366 (2024)
Reinforced concrete (RC) shear walls with precast steel-concrete composite modular (PSCCM) are strongly recommended in the structural design of nuclear power plants due to the need for a large number of process pipeline crossings and industrial const
Externí odkaz:
https://doaj.org/article/221ad4bb3fba4b02889491c190474b64
Publikováno v:
Engineering Science and Technology, an International Journal, Vol 59, Iss , Pp 101884- (2024)
Due to design considerations, reinforced concrete (RC) shear walls, with narrow cross-sections containing excessive steel reinforcing bars, are commonly used in tall buildings for seismic resistance to produce functional floor plans. However, as is p
Externí odkaz:
https://doaj.org/article/88b900335b4f4c42aabd78ca1fd46544
Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102522- (2024)
This research introduced a novel precast shear wall designed to address prevalent challenges encountered in precast shear wall structures, such as issues with difficult installation, high expenses, and the uncertain quality of grouting by eliminating
Externí odkaz:
https://doaj.org/article/4d47cc40510046798225af63b8f99997