Zobrazeno 1 - 10
of 2 219
pro vyhledávání: '"BS 8110"'
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
Adewumi, Olusola John1 p4artsola@yahoo.com, Oluwatuyi, Opeyemi Emmanuel2 oluwatuyi.opeyemi@lmu.edu.ng, Afolayan, Olasehinde Joseph3 joafol@yahoo.com
Publikováno v:
Jordan Journal of Civil Engineering. 2017, Vol. 11 Issue 3, p512-524. 13p.
Publikováno v:
Civil Engineering and Architecture. 9:1754-1758
The ductile behavior of reinforced concrete (RC) cross-sections has always been desirable for building codes and standards. However, the threshold to distinguish ductile and brittle behavior of RC cross-sections proposed by building codes has yet to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01a366955fcbc89b9801f678b1ea8eb9
https://doi.org/10.13189/cea.2021.090609
https://doi.org/10.13189/cea.2021.090609
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
A.H. Allen
A valuable design aid for designers of concrete structures. Provides easy-to-use tables of design data for beams and slabs for concrete grades 30, 35 and 40.
Publikováno v:
Nigerian Journal of Technology. 36:705-711
This study investigated the effect of combined actions of torsional moments, bending moments and shear forces in reinforced concrete beams with concrete compressive strength of 30N/mm 2 . The ultimate torsional moments, bending moments, and shear for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccd6ee3c48340e11f4a303bcc091ac0b
https://doi.org/10.4314/njt.v36i3.7
https://doi.org/10.4314/njt.v36i3.7
Autor:
Jeffrey Chiang
Publikováno v:
Journal of Engineering & Technological Advances. 2:23-36
The design of reinforced concrete structures requires a few criteria to be fulfilled, especially in Limit States Theory adopted by many international standards in structural design. Two key criteria are ultimate limit state and serviceability limit s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c4d645ac353fd5bd5a57b433e699866
https://doi.org/10.35934/segi.v2i1.23
https://doi.org/10.35934/segi.v2i1.23
Autor:
L. F. S. Soares, Robert L. Vollum
Publikováno v:
Magazine of Concrete Research. 67:1315-1328
This paper compares design provisions for punching shear at internal columns in the superseded British Standard BS 8110, Eurocode 2 (EC2) and fib Model Code 2010 (MC2010). MC2010 is based on the critical shear crack theory proposed by Muttoni, which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d58b8315e9d4c9c7a5935c9a974fc3d2
https://doi.org/10.1680/macr.14.00432
https://doi.org/10.1680/macr.14.00432
Publikováno v:
Nigerian Journal of Technology; Vol 36, No 3 (2017); 758-766
This work was undertaken to compare the use of BS 8110 and Eurocode 2 in the design of structures and focused on outlining the relative gains and/or shortcomings of Eurocode 2 and BS 8110 under certain criteria which are loading, analysis, ease of us
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=78975075580c::bddfc9dd3b316b9403f68fa556d2e8e1
https://www.ajol.info/index.php/njt/article/view/159300
https://www.ajol.info/index.php/njt/article/view/159300