Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Severcan, M. H."'
WOS: 000369121700010
In this paper, the effect of high strength concrete (HSC) manufactured with silica fume (SF) and ground pumice (GP) is investigated. Portland cement was replaced with SF, GP and combination of SF and GP up to 25%. 22 differe
In this paper, the effect of high strength concrete (HSC) manufactured with silica fume (SF) and ground pumice (GP) is investigated. Portland cement was replaced with SF, GP and combination of SF and GP up to 25%. 22 differe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::8b6c0ee4b8131a503f393236a96eada0
https://hdl.handle.net/11480/3878
https://hdl.handle.net/11480/3878
Akademický článek
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Akademický článek
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Akademický článek
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Autor:
Murat Çiflikli, Fatih Özcan, Metin Hakan Severcan, Cengiz Duran Atiş, Serhat Çelikten, Mustafa Sarıdemir
WOS: 000385319300027
A laboratory study is performed to evaluate the influence of elevated temperature on the strength and microstructural properties of high strength concretes (HSCs) containing ground pumice (GP), and blend of ground pumice and
A laboratory study is performed to evaluate the influence of elevated temperature on the strength and microstructural properties of high strength concretes (HSCs) containing ground pumice (GP), and blend of ground pumice and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2c9af46af0384e20d5ee0a80c4838552
https://avesis.erciyes.edu.tr/publication/details/05fadb3d-01ca-47da-9b10-17cfe558741d/oai
https://avesis.erciyes.edu.tr/publication/details/05fadb3d-01ca-47da-9b10-17cfe558741d/oai
Publikováno v:
Advances in Engineering Software. 40:847-855
WOS: 000266787100012
In this study, the usage and the comparison of some discontinuous boundary elements (constant, linear and quadratic) are investigated for 2D soil-structure interaction (SSI) problems. Based on the formulations presented in t
In this study, the usage and the comparison of some discontinuous boundary elements (constant, linear and quadratic) are investigated for 2D soil-structure interaction (SSI) problems. Based on the formulations presented in t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8281263a9a2c2b5c4575b896397948e2
https://doi.org/10.1016/j.advengsoft.2009.01.006
https://doi.org/10.1016/j.advengsoft.2009.01.006
WOS: 000275924200003
In classical higher-order discontinuous boundary element formulation for two-dimensional elastostatics, interpolation functions for different boundary variables (i.e., boundary displacements and tractions) are assumed to be
In classical higher-order discontinuous boundary element formulation for two-dimensional elastostatics, interpolation functions for different boundary variables (i.e., boundary displacements and tractions) are assumed to be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::26cdf00da0ca7f12a2d39f2abc9b3a47
https://hdl.handle.net/20.500.12605/21954
https://hdl.handle.net/20.500.12605/21954