Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Mohamed F. Zedan"'
Publikováno v:
Sustainability, Vol 8, Iss 6, p 560 (2016)
Sustainability; Volume 8; Issue 6; Pages: 560
Sustainability; Volume 8; Issue 6; Pages: 560
Thermal bridges in building walls are usually caused by mortar joints between insulated building blocks and by the presence of concrete columns and beams within the building envelope. These bridges create an easy path for heat transmission and theref
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b8d2b3c7ed3c73da8fd5599da4be9001
http://www.mdpi.com/2071-1050/8/6/560
http://www.mdpi.com/2071-1050/8/6/560
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 113:233-250
Motion response calculation procedures are described for a vertical, singly standing pile with no top restraint. Discussion is directed to: (1) Sea state energy distribution versus frequency; (2) hydrodynamic force formulation; and (3) synchronisatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98069bc8724200008133913daf008c9f
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(233)
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(233)
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 113:251-263
Laboratory fatigue tests were performed on girth butt weld specimens taken from both vertical piles and batter piles salvaged from the terminal. Specimens were selected to be representative of welds found to be acceptable by irt‐situ radiographic i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f9812ab1fb2635cba1a0ad214b94d9c
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(251)
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(251)
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 113:215-232
An analytical model of a vertical, singly standing pile is constructed to study the mechanism by which fatigue damage is produced in girth butt welds near the mudline. Top restraints are known to have been present on the terminal piles for a portion
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abcf2a47d63d3858b0703eea4871ff3f
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(215)
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(215)
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 113:205-214
During construction of an oil tanker loading terminal in the northern Arabian Gulf, two vertical, singly standing piles failed due to fatigue damage in girth butt welds near the mudline. The failures were reported ten days after an unusually strong s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52d520d1e1398fe5e3388f2ff6c78e5a
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(205)
https://doi.org/10.1061/(asce)0733-950x(1987)113:3(205)
Publikováno v:
All Days.
ABSTRACT This paper summarizes an experimental investigation of cantilever pile dynamics in response to wave excitation under vortex shedding "lock-in" conditions. The study was carried out in regular waves for two conditions of wave length in relati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::152bc7f645b9692cf2c5ef2b420f5765
https://doi.org/10.4043/3799-ms
https://doi.org/10.4043/3799-ms
Publikováno v:
Offshore Technology Conference.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9dfc05f13aceae50ba4495b9630680c4
https://doi.org/10.4043/4161-ms
https://doi.org/10.4043/4161-ms
Publikováno v:
Offshore Technology Conference.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::607d18bd07c2d2383c219b38597bf225
https://doi.org/10.4043/3992-ms
https://doi.org/10.4043/3992-ms