Zobrazeno 1 - 10
of 65
pro vyhledávání: '"Zaigen Mu"'
Publikováno v:
Buildings, Vol 14, Iss 11, p 3404 (2024)
The reasonableness and accuracy of engineering design are often assessed through the use of a variety of structural design analysis software, which are then compared and verified. However, it is challenging for a single analysis software to meet the
Externí odkaz:
https://doaj.org/article/09838ddd406a4a0d9c632711821ff6a2
Publikováno v:
Buildings, Vol 14, Iss 6, p 1645 (2024)
To address the issue of severe rocking phenomena under seismic conditions in structures equipped with steel spring isolation bearings, this paper investigates a novel type of anti-rocking bearing. Firstly, the structural configuration and working pri
Externí odkaz:
https://doaj.org/article/b46a9379b71a4150803b29cc90b0a4b2
Publikováno v:
Applied Sciences, Vol 14, Iss 1, p 409 (2024)
During the process of the shear and bending failure of reinforced concrete beams, the cracks generated on the side of the beam are mostly type I–II composite cracks. Considering the material nonlinearity and geometric irregularity of reinforced con
Externí odkaz:
https://doaj.org/article/d6270757d311420ca0e4f670b5dcf1f5
Publikováno v:
Applied Sciences, Vol 13, Iss 12, p 6875 (2023)
The aim of this study was to examine the effective length factor of frame–core wall structures with cross-layer columns, which are relevant for current high-rise building construction. Using the finite element method, improved inflection point meth
Externí odkaz:
https://doaj.org/article/78fd726f991d4f7e9c7224d0ed5931a3
Publikováno v:
Metals, Vol 13, Iss 3, p 601 (2023)
In this paper, five new joints of special-shaped double-web steel-reinforced concrete (SDSRC) columns connected with steel beams are designed. The load-displacement curves, joint yield states and damage forms of the beam ends of the five joints under
Externí odkaz:
https://doaj.org/article/fd578855a87642f98343760eb4e01d97
Publikováno v:
Metals, Vol 13, Iss 1, p 177 (2023)
Assembly buildings are an important direction for the future development of the construction field. They can be prefabricated in the factories and then assembled on-site, which significantly improves construction efficiency. The shear walls are the m
Externí odkaz:
https://doaj.org/article/1f18bf941f42486db5e8d431ce195770
Publikováno v:
Metals, Vol 12, Iss 7, p 1060 (2022)
The paper proposes partially connected steel plate shear walls, in which the infill plates and frames are connected by discretely distributed fish plates at the corners and at the centers. The high lateral resistance of a steel plate shear wall has l
Externí odkaz:
https://doaj.org/article/5e28c29b4f6a430fb1d17394d1f9d30e
Publikováno v:
Metals, Vol 12, Iss 4, p 600 (2022)
Unstiffened steel plate walls (SPWs) are prone to buckling in practical engineering and will invariably be subjected to vertical loads. The use of stiffeners can improve the buckling behavior of thin plates. Considering the effect of the torsional st
Externí odkaz:
https://doaj.org/article/295b005e70814c68a2f7e30709dc47a2
Publikováno v:
Applied Sciences; Volume 13; Issue 12; Pages: 6875
The aim of this study was to examine the effective length factor of frame–core wall structures with cross-layer columns, which are relevant for current high-rise building construction. Using the finite element method, improved inflection point meth
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::51ecba6fdb36bd5a463cc0f29c11196f
Publikováno v:
KSCE Journal of Civil Engineering. 26:2877-2887
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f3081d47b97de80ff846fb530747f0a3
https://doi.org/10.1007/s12205-022-1906-3
https://doi.org/10.1007/s12205-022-1906-3