Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Sukhvarsh Jerath"'
Autor:
Sam Austin, Sukhvarsh Jerath
Publikováno v:
Ain Shams Engineering Journal, Vol 8, Iss 3, Pp 323-331 (2017)
Soil-foundation-structure interaction can affect the seismic response of wind turbines. This paper studies the effects of soil-foundation-structure interaction on the seismic response of 65 kW, 1 MW, and 2 MW horizontal-axis wind turbines with trunca
Externí odkaz:
https://doaj.org/article/35c406cd04f34dea98aef297c11647bb
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 44:1184-1199
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::838e8ce67e6de333ef18a4689c0ea1f8
https://doi.org/10.1002/nag.3056
https://doi.org/10.1002/nag.3056
Autor:
Sukhvarsh Jerath
Publikováno v:
2002 Annual Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f13d906deb2361e4571799a589fa0082
https://doi.org/10.18260/1-2--11079
https://doi.org/10.18260/1-2--11079
Autor:
Sukhvarsh Jerath
Discover the theory of structural stability and its applications in crucial areas in engineering Structural Stability Theory and Practice: Buckling of Columns, Beams, Plates, and Shells combines necessary information on structural stability into a si
Autor:
Sukhvarsh Jerath, Sam Austin
Publikováno v:
Ain Shams Engineering Journal, Vol 8, Iss 3, Pp 323-331 (2017)
Soil-foundation-structure interaction can affect the seismic response of wind turbines. This paper studies the effects of soil-foundation-structure interaction on the seismic response of 65 kW, 1 MW, and 2 MW horizontal-axis wind turbines with trunca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fe4a76758e7e4cd4a09fe992110d5480
https://doi.org/10.1016/j.asej.2017.05.007
https://doi.org/10.1016/j.asej.2017.05.007
Autor:
Sukhvarsh Jerath, Nicholas Hanson
Publikováno v:
Journal of Materials in Civil Engineering. 19:367-375
In the regions where temperature fluctuations are large ranging from below freezing in winter to high temperatures in summer, concrete highway pavements fail because of poor durability rather than lack of strength. The effect of fly ash replacement o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bc9cc9e134f96b3794210d32c740011
https://doi.org/10.1061/(asce)0899-1561(2007)19:5(367)
https://doi.org/10.1061/(asce)0899-1561(2007)19:5(367)
Autor:
Sukhvarsh Jerath, Mark Lee
Publikováno v:
Journal of Civil Engineering and Architecture. 9
Large thin walled cylindrical above ground tanks have become more susceptible to failure by buckling during earthquakes. In this study, three different geometries of tanks with H/D (height to diameter) ratios of 2.0, 0.56, 1.0, and D/t (depth to thic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d32d9777210dde81192dffe29b166b3
https://doi.org/10.17265/1934-7359/2015.01.009
https://doi.org/10.17265/1934-7359/2015.01.009
Publikováno v:
International Journal of Pressure Vessels and Piping. 83:767-776
The dynamic structural response of piping systems is studied and effective analysis techniques are recommended to assess the influence of a bolted flange with an elastic gasket. The influence of an elastic gasket is minimal for dynamic loadings, as s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cebda14ad2c4c3d27560304feec64ea7
https://doi.org/10.1016/j.ijpvp.2006.06.003
https://doi.org/10.1016/j.ijpvp.2006.06.003
Autor:
Mark Lee, Sukhvarsh Jerath
Publikováno v:
Structures Congress 2014.
In this paper the static and dynamic buckling of cylindrical storage tanks is studied. The nonlinear static buckling analysis was performed on the tank with height to diameter (H/D) ratio of 2.0 and diameter to thickness (D/t) ratio of 960 when it is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2bbbdab6dd5fcb201d53102eb5e357f
https://doi.org/10.1061/9780784413357.150
https://doi.org/10.1061/9780784413357.150