Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Khosro Bargi"'
Publikováno v:
Shock and Vibration, Vol 2015 (2015)
The pile foundation nonlinearity and its influence on the ultimate capacity of fixed platforms have not comprehensively been covered by previous researchers. In this study, the seismic behavior and capacity of a newly designed and installed Jacket Ty
Externí odkaz:
https://doaj.org/article/ae96f74c7fe04df5bfb22d757fdc2c56
Autor:
Khosro Bargi, Ali Akbar Jahanitabar
Publikováno v:
Structure and Infrastructure Engineering. 14:192-202
This paper assesses the seismic vulnerability of a recently designed jacket-type offshore platform through development of fragility curves and presents the formulation of time-dependent seismic fragility curves to capture the effects of ageing and de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f49247c87a2fb6eca99876b3667f7df
https://doi.org/10.1080/15732479.2017.1343360
https://doi.org/10.1080/15732479.2017.1343360
Publikováno v:
Open Journal of Marine Science. :36-42
Offshore platforms in seismically active areas should be designed to service severe earthquake excitations with no global structural failure. In seismic design of offshore platforms, it is often necessary to perform a dynamic analysis that accounts f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a1cdea80ee83a0264fbd7321a2690c9
https://doi.org/10.4236/ojms.2011.12004
https://doi.org/10.4236/ojms.2011.12004
Publikováno v:
Soil Dynamics and Earthquake Engineering. 29:722-741
Strong-motion data from eight significant well-documented earthquakes in Iran have been simulated using a stochastic modeling technique for finite faults proposed by Beresnev and Atkinson [Bull Seismol Soc Am 87 (1997) 67–84; Seism Res Lett 69 (199
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e24ea2f2822827c47418eace52f49f9
https://doi.org/10.1016/j.soildyn.2008.08.002
https://doi.org/10.1016/j.soildyn.2008.08.002
Publikováno v:
Computers & Geosciences. 35:403-408
The shear crack, propagating spontaneously on a frictional interface, is a useful idealization of a natural earthquake. However, the corresponding boundary value problems are quite challenging in terms of required memory and processor power. While th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b33cc609f62a7b8ed67efbd7e4297cd2
https://doi.org/10.1016/j.cageo.2008.02.026
https://doi.org/10.1016/j.cageo.2008.02.026
Publikováno v:
Shock and Vibration, Vol 2015 (2015)
The pile foundation nonlinearity and its influence on the ultimate capacity of fixed platforms have not comprehensively been covered by previous researchers. In this study, the seismic behavior and capacity of a newly designed and installed Jacket Ty
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::86b895656ae15ef751ae7cb9fd6d318f
Publikováno v:
International Review of Civil Engineering; Jul2012, Vol. 3 Issue 4, p359-370, 12p