Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Syed, Humayun Basha"'
Publikováno v:
In Structures February 2024 60
Publikováno v:
Buildings, Vol 12, Iss 2, p 219 (2022)
A new type of strengthening technique for existing reinforced concrete (RC) shear walls was proposed using steel wire mesh (SWM) and polymer mortar. The experimental campaign consists of testing one conventional RC shear wall specimen and four specim
Externí odkaz:
https://doaj.org/article/a2b7f6292e274bc0a0cc5d2b9073ffda
Publikováno v:
Journal of Materials in Civil Engineering. 34
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3db1cad328c109c0824912623474de4
https://doi.org/10.1061/(asce)mt.1943-5533.0004457
https://doi.org/10.1061/(asce)mt.1943-5533.0004457
Publikováno v:
Construction and Building Materials. 376:131061
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2963df470681f1647549c44a96a74e5a
https://doi.org/10.1016/j.conbuildmat.2023.131061
https://doi.org/10.1016/j.conbuildmat.2023.131061
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ba74f7d7ce180b552a221e28412f482c
https://doi.org/10.2139/ssrn.4165233
https://doi.org/10.2139/ssrn.4165233
Publikováno v:
Journal of Building Engineering. 63:105455
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e86c7c90bb8a0a792c1427df6c9a3012
https://doi.org/10.1016/j.jobe.2022.105455
https://doi.org/10.1016/j.jobe.2022.105455
The present research reports the application of engineered cementitious composites (ECC) as an alternative to conventional concrete to improve the brittle shear behavior of short columns. Experimental and finite element investigation was conducted by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1dcea4b5ff3d41c10dc47743f71ee8f
https://doi.org/10.21203/rs.3.rs-1095304/v1
https://doi.org/10.21203/rs.3.rs-1095304/v1
Autor:
Syed Humayun Basha, Hemant B. Kaushik
Publikováno v:
Bulletin of Earthquake Engineering. 17:3995-4026
Presence of infills in reinforced concrete (RC) frames enhances the lateral load behavior of the bare frame system, but makes the columns vulnerable to shear failure under strong ground motions. This local adverse effect of infill is more pronounced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c563d1311924d44be2f8bb8788f78c1
https://doi.org/10.1007/s10518-019-00622-3
https://doi.org/10.1007/s10518-019-00622-3
Publikováno v:
Journal of Structural Engineering. 146
Lateral load behavior of reinforced concrete (RC) frames infilled with fly-ash brick masonry having various sizes of central openings was investigated experimentally. Results showed that th...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b4be9b26ecf793e64b9dd38c7647e5a
https://doi.org/10.1061/(asce)st.1943-541x.0002562
https://doi.org/10.1061/(asce)st.1943-541x.0002562
Autor:
Syed Humayun Basha, Hemant B. Kaushik
Publikováno v:
Bulletin of Earthquake Engineering. 17:2219-2244
Columns of masonry infilled reinforced concrete frames are prone to shear failure due to the detrimental effect of infill under lateral earthquake loads. This effect is catastrophic in ground storey columns, where the shear force demand is very high.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82f46ce6728b6b01ded582c7727d2bbc
https://doi.org/10.1007/s10518-018-00537-5
https://doi.org/10.1007/s10518-018-00537-5