Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Fidelis Mashiri"'
Autor:
Faesal Alatshan, Siti Aminah Osman, Abdelmajeed Altlomate, Mohammed Alkair, Roszilah Hamid, Fidelis Mashiri
Publikováno v:
Buildings, Vol 13, Iss 1, p 128 (2023)
This research collected and summarized a total of 455 experimental tests of axially loaded square and rectangular concrete-filled steel tubular (CFST) stub columns. The recently published papers were used to evaluate the current design equations from
Externí odkaz:
https://doaj.org/article/2f974b058d874bea8b225ba91b3063e1
Autor:
Feleb Matti, Fidelis Mashiri
Publikováno v:
Materials, Vol 15, Iss 18, p 6421 (2022)
Experimental and numerical investigations on seven cold-formed steel square hollow section (SHS) T-joints with concrete-filled chords were conducted for the determination of stress concentration factors (SCFs). The SCFs were experimentally determined
Externí odkaz:
https://doaj.org/article/a99480ddf8b0457da2110bef06fe3664
Autor:
Jake Fitzalan, Fidelis Mashiri
Publikováno v:
ce/papers. 5:1084-1091
Publikováno v:
International Journal of Online Pedagogy and Course Design. 12:1-15
This paper presents results of a student survey carried out among Civil and Construction Engineering undergraduate students within the School of Engineering, Design and Built Environment at Western Sydney University. The survey investigated the learn
Autor:
Fidelis Mashiri, Feleb Matti
Publikováno v:
Materials; Volume 15; Issue 18; Pages: 6421
Experimental and numerical investigations on seven cold-formed steel square hollow section (SHS) T-joints with concrete-filled chords were conducted for the determination of stress concentration factors (SCFs). The SCFs were experimentally determined
Publikováno v:
Journal of Steel Structures & Construction.
Publikováno v:
مجلة العلوم والدراسات الإنسانية. :1
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::56532a8911a9faf98e0e64586fb384c1
http://www.scopus.com/inward/record.url?eid=2-s2.0-33750853739&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-33750853739&partnerID=MN8TOARS