Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Mustapha Muhammad Lawan"'
Autor:
George Uwadiegwu Alaneme, Kolawole Adisa Olonade, Ebenezer Esenogho, Mustapha Muhammad Lawan, Edward Dintwa
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-39 (2024)
Abstract This research explores the application of Artificial Intelligence (AI) techniques to assess the mechanical properties of geopolymer concrete made from a blend of Banana Peel-Ash (BPA) and Sugarcane Bagasse Ash (SCBA), using a sodium silicate
Externí odkaz:
https://doaj.org/article/4c25ddcaf77b4d53aa0d9bcac9635c8d
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-14 (2024)
Abstract The development of geopolymer concrete offers promising prospects for sustainable construction practices due to its reduced environmental impact compared to conventional Portland cement concrete. However, the complexity involved in geopolyme
Externí odkaz:
https://doaj.org/article/eb05848ed88544d887725963001a86ec
Autor:
Njideka Maryclara Aguome, George Uwadiegwu Alaneme, Bamidele Charles Olaiya, Mustapha Muhammad Lawan
Publikováno v:
Cogent Engineering, Vol 11, Iss 1 (2024)
The research conducted in the Bushenyi District of Uganda focuses on evaluating lean construction practices to enhance the delivery of construction projects. Lean construction is aimed at improving efficiency, reducing waste and ultimately enhancing
Externí odkaz:
https://doaj.org/article/d13af52129e14d6a92d769fd9b3590b1
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-1 (2024)
Externí odkaz:
https://doaj.org/article/1089a72e063048f8b20491ce2d8cd7f4
Publikováno v:
SN Applied Sciences, Vol 5, Iss 5, Pp 1-25 (2023)
Abstract This study presents the use of sawdust ash as a substitute in the production of sustainable building materials. Inappropriate dispose of wood-waste causes serious environmental problems as it results in atmospheric degradation, emissions of
Externí odkaz:
https://doaj.org/article/7ec6bbd58f9f4e7a9826650922478eca
Publikováno v:
Latin American Journal of Solids and Structures, Vol 13, Iss 4, Pp 731-749
Abstract In conventional composite construction involving hot-rolled steel section, the composite action is usually achieved by using conventional headed shear studs connectors. However, use of headed studs is not practical for cold-formed steel (CFS
Externí odkaz:
https://doaj.org/article/c9857c0da32247e0a87c7a3c9d9c3bcb
Autor:
Jahangir Mirza, Mahmood Md Tahir, Talal Alhajri, Mustapha Muhammad Lawan, Khaled Alenezi, Mohammadamin Azimi, M.B. Ragaee
Publikováno v:
Thin-Walled Structures. 102:18-29
This paper presents experimental tests carried out to examine the structural behavior of a pre-cast U-Shaped Composite Beam by integrating cold-formed steel (CFS) with a ferro-cement slab. Nine pre-cast composite beam specimens were tested, in which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b999fd4ea83df0f8e2cd806507637ef3
https://doi.org/10.1016/j.tws.2016.01.014
https://doi.org/10.1016/j.tws.2016.01.014
Publikováno v:
Latin American Journal of Solids and Structures, Vol 13, Iss 4, Pp 731-749
Latin American Journal of Solids and Structures v.13 n.4 2016
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 13, Issue: 4, Pages: 731-749, Published: APR 2016
Latin American Journal of Solids and Structures v.13 n.4 2016
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 13, Issue: 4, Pages: 731-749, Published: APR 2016
In conventional composite construction involving hot-rolled steel section, the composite action is usually achieved by using conventional headed shear studs connectors. However, use of headed studs is not practical for cold-formed steel (CFS) section
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ffd9dfdd06d1ea518fc113f9cb0b178a
https://doi.org/10.1590/1679-78252004
https://doi.org/10.1590/1679-78252004
Publikováno v:
Review of Industrial Engineering Letters. 3:1-10
In conventional composite construction for buildings and bridges, Hot-Rolled Steel (HRS) section is well known to be used. The composite action is usually achieved by using conventional headed stud shear connectors. However, for Cold-Formed Steel (CF
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85ff7baa6d1b1f6a3bb9b8b0bfeb4126
https://doi.org/10.18488/journal.71/2016.3.1/71.1.1.10
https://doi.org/10.18488/journal.71/2016.3.1/71.1.1.10
Publikováno v:
Review of Industrial Engineering Letters. 3:11-18
Composite construction with traditional Hot Rolled Steel (HRS) sections has been known to perform much better than with Cold-Formed Steel (CFS) sections for decades; as observed by extensive rules and requirements for their design as prescribed in cu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eae25a94d9b244b0c1b96536be62430b
https://doi.org/10.18488/journal.71/2016.3.1/71.1.11.18
https://doi.org/10.18488/journal.71/2016.3.1/71.1.11.18