Zobrazeno 1 - 10
of 15 264
pro vyhledávání: '"Seismic Performance"'
Autor:
Athmani, Allaeddine, Grairia, Saad, Seboui, Hatem, Khemis, Asma, Formisano, Antonio, Ademovic, Naida
Publikováno v:
Multidiscipline Modeling in Materials and Structures, 2024, Vol. 20, Issue 6, pp. 1256-1283.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/MMMS-07-2024-0180
Publikováno v:
Urban Lifeline, Vol 2, Iss 1, Pp 1-15 (2024)
Abstract The seismic failure mechanism of underground structures showing structural collapse is attributed to the deformation incompatibility between the central columns and the sidewalls, especially the insufficient deformation capacity of the centr
Externí odkaz:
https://doaj.org/article/021834aab0584c2e8d744053b59747d0
Publikováno v:
Journal of Wood Science, Vol 70, Iss 1, Pp 1-21 (2024)
Abstract In current timber structures, the low initial stiffness, and weak bending resistance of the connections result in significant structural deformation and failures. To improve the mechanical capabilities of timber structural joints, a novel ti
Externí odkaz:
https://doaj.org/article/903fe854f2664e9bbd792c12b2ef6298
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:
مهندسی عمران شریف, Vol 40, Iss 2, Pp 139-150 (2024)
The basic design of any structure requires sufficient and detailed modeling of each structural element. It must be taken into consideration that the modeling of each member of the structure and performing nonlinear dynamic analysis due to the presenc
Externí odkaz:
https://doaj.org/article/d99c29d2d6864771b4efb2a49f42f9e0
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 0, Iss 0, Pp 1-17 (2024)
In this study, a scale model was created based on field investigation and design standards to evaluate the structural safety of a vertical hydrogen storage vessel stored in gas and liquid form during an earthquake, and a shaking table test was perfor
Externí odkaz:
https://doaj.org/article/0a914b8403bd4fe4aead21cd1ac915d2
Seismic strategy of non-seismically designed reinforced concrete columns retrofitted with steel rods
Autor:
Min Sook Kim, Young Hak Lee
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-19 (2024)
Abstract This paper presents experimental results of combined cyclic load testing on a reinforced concrete (RC) column that was retrofitted with newly designed steel rods. The steel rods were installed around the column longitudinally and then anchor
Externí odkaz:
https://doaj.org/article/93a9f97722f24de8ab7dd783b5392b16
Autor:
Tian You, Solomon Tesfamariam
Publikováno v:
Resilient Cities and Structures, Vol 3, Iss 2, Pp 57-65 (2024)
Probabilistic seismic performance assessment method for buildings offers a valuable approach to simulate the broader regional impacts: economic losses, downtime, and casualties. A crucial aspect of this process entails accounting for the spatial corr
Externí odkaz:
https://doaj.org/article/258e5d154b3f47c1a94e9a0dd01232a8
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 1, Pp 135-147 (2024)
Helical nails are a new type of reinforcement element that has been widely used during the last decade. This has caused that despite their widespread use, the seismic behavior of geotechnical structures reinforced by them is still unknown. Therefore,
Externí odkaz:
https://doaj.org/article/35b642610b9b4cb2a6b99ec65cecc6f9
Publikováno v:
Underground Space, Vol 16, Iss , Pp 1-17 (2024)
The precast composite reinforced concrete wall with the advantages of fewer joints, superior impermeability and rapid construction provides an efficient and environmental friendly alternative in the construction of underground utility tunnels in the
Externí odkaz:
https://doaj.org/article/3aeb79b5992741be9d5287b5c0e26782