Zobrazeno 1 - 10
of 1 736
pro vyhledávání: '"RC frame"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 2, Pp 387-401 (2024)
With the development of building seismic isolation technology and the official release of the Isolation Code in September 2021, seismic isolation design in China will now rely on two foundational codes: the Seismic Code and the Isolation Code. This p
Externí odkaz:
https://doaj.org/article/a0e6da8c8fb841ca9a8da0b547c1aae7
Autor:
Ke Changren, Liu Shengtao
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 23, Iss 3, Pp 921-932 (2024)
To reasonably evaluate the robustness of RC frame structures, the ability to resist continuous collapse is improved. In this paper, the members’ contribution to the bearing capacity of the structure and the impact of the member’s failure are comp
Externí odkaz:
https://doaj.org/article/8330eae874e54120b3c2d3bb414d70a8
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
Rohit Maheshwari
Publikováno v:
Journal of the Civil Engineering Forum, Vol 10, Iss 3 (2024)
The performance of High-rise Reinforced Concrete (R.C.) design buildings with the shear wall is targeted to provide stability, simplicity of maintenance, and durability of the framed structure. The impacts of lateral loads, axial forces, shear forces
Externí odkaz:
https://doaj.org/article/452efe5f3a2b4bb59e73a759afb09234
Publikováno v:
Buildings, Vol 14, Iss 11, p 3357 (2024)
Firstly, in this study, we utilize the high-order element model (truss link model) simulation method in OpenSees (3.7.0) software and verify the feasibility of this method by comparing it with the shaking table test. Secondly, the structural dynamic
Externí odkaz:
https://doaj.org/article/91c975f4871c454d8f0ffcb06be72862
Autor:
Chris Karayannis, Emmanuil Golias
Publikováno v:
Applied Sciences, Vol 14, Iss 18, p 8395 (2024)
The application of the innovative C-FRP ropes for the strengthening of reinforced concrete columns is experimentally examined. Two real-scale specimens with the same geometrical characteristics and the same steel reinforcements were constructed for t
Externí odkaz:
https://doaj.org/article/72548e7445e743b785116259962d4143
Autor:
Hakan Koman
Publikováno v:
Journal of Sustainable Construction Materials and Technologies, Vol 8, Iss 2, Pp 120-133 (2023)
This study proposed a practical seismic retrofit method for RC frames. For this purpose, a quasi-static loading was applied to 8 RC frames in finite element analysis software, Abaqus, and frames were pushed 45 mm laterally. High-strength fiber-reinfo
Externí odkaz:
https://doaj.org/article/45966abf39ae430b95bf56b46a26625b
Publikováno v:
Buildings, Vol 14, Iss 7, p 1907 (2024)
This paper studies the impact of half-height infilled walls on the failure modes of frame columns through quasi-static tests of both frame models and half-height infilled wall frame models. Based on the experimental results, a seismic analysis model
Externí odkaz:
https://doaj.org/article/c0e28ac6d94043ce9a2cbac2e053ea05
Publikováno v:
Buildings, Vol 14, Iss 6, p 1519 (2024)
Aftershocks typically occur multiple times following major earthquakes, potentially inflicting enhanced damage. It is crucial to quantify the impact of aftershocks on the seismic performance of low-ductility reinforced concrete (RC) frames with diffe
Externí odkaz:
https://doaj.org/article/508c573e0dd64eb2bb66e9ee8a2b1127
Publikováno v:
Advances in Civil and Architectural Engineering, Vol 14, Iss 27, Pp 97-113 (2023)
Owing to its high energy dissipation characteristics, the passive damper is an effective means of mitigating natural hazards for structures. In this study, a novel magnetic pole repulsive damper (MPRD), designed for reducing structural responses duri
Externí odkaz:
https://doaj.org/article/30d927cc4da7477f895ab6206859156a