Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Bida, Zhao"'
Publikováno v:
In Journal of Building Engineering 1 October 2022 57
Publikováno v:
In Structures September 2022 43:1790-1806
Publikováno v:
In Engineering Structures 1 August 2022 264
Publikováno v:
Buildings, Vol 13, Iss 10, p 2503 (2023)
This paper presents a study on the seismic performance of rectangular hollow section (RHS) X-joints subjected to in-plane bending moment (IPBM). The study began by testing two RHS joint specimens with varying brace-to-chord width ratios (β) under qu
Externí odkaz:
https://doaj.org/article/397650794a9a4ea9840a7167b92f2b08
Publikováno v:
Structures. 50:318-329
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f37e19f3f27d7384a2b452c17e3df03
https://doi.org/10.1016/j.istruc.2023.02.048
https://doi.org/10.1016/j.istruc.2023.02.048
Publikováno v:
Archive of Applied Mechanics. 91:205-221
Numerical parametric analysis is carried out to study the force-local deformation $$(F-\delta )$$ behavior of circular hollow section X-joints under brace axial force (including compression and tension) and chord stress. An exponential model is propo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ef73c50a4e911c66bff8208dc94b42a
https://doi.org/10.1007/s00419-020-01764-6
https://doi.org/10.1007/s00419-020-01764-6
Publikováno v:
International Journal of Steel Structures. 20:1443-1453
In the current regulations, there are two methods to describe the relationship between the two capacities of circular hollow section (CHS) X-joints under brace compression (Nuc) and brace tension (Nut): Nut = Nuc and Nut = fNuc (f is a coefficient la
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b5d8252d20c20c90ce455920c08ad65
https://doi.org/10.1007/s13296-020-00374-w
https://doi.org/10.1007/s13296-020-00374-w
Publikováno v:
Structures. 23:335-350
The multi-planar circular hollow section (CHS) X-connection is one of common configurations in single layered lattice steel tubular structures. A hysteretic model, including the skeleton model and restoring force model is proposed to simulate the hys
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1955cf7f7b461904f417b254c996ac18
https://doi.org/10.1016/j.istruc.2019.10.003
https://doi.org/10.1016/j.istruc.2019.10.003
Publikováno v:
Periodica Polytechnica: Civil Engineering. 2019, Vol. 63 Issue 3, p823-832. 10p.
Publikováno v:
Journal of Constructional Steel Research. 158:591-603
This paper presents a comprehensive investigation of the hysteretic behavior of unstiffened circular hollow section (CHS) X-connections subjected to out-of-plane bending moment (OPBM). The study commences with tests on three full-scale CHS X-connecti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6aa840b31025a29717b82309706dc426
https://doi.org/10.1016/j.jcsr.2019.04.019
https://doi.org/10.1016/j.jcsr.2019.04.019