Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Takis Georgarakos"'
Publikováno v:
Journal of Earthquake Engineering. 17:1-32
This article studies the seismic performance of a rocking-isolated bridge pier on surface foundation, resting on sand. A series of reduced-scale shaking table tests are conducted, comparing the performance of a rocking-isolated system to a pier found
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::21b45d4ef97ed6b82036f9f051d65a27
https://doi.org/10.1080/13632469.2012.705225
https://doi.org/10.1080/13632469.2012.705225
Autor:
Marianna Loli, Vasileios Drosos, Ioannis Anastasopoulos, Takis Georgarakos, George Gazetas, O. Zarzouras
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 138:1369-1386
Recent studies have highlighted the beneficial role of foundation uplifting and the potential effectiveness of guiding the plastic hinge into the foundation soil by allowing full mobilization of bearing capacity during strong seismic shaking. With th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a69c8d232bf79b130e0ffb4368e6c29
https://doi.org/10.1061/(asce)gt.1943-5606.0000705
https://doi.org/10.1061/(asce)gt.1943-5606.0000705
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 135:1906-1921
A numerical study is presented for a rigid block supported through a frictional contact surface on a horizontal or an inclined plane, and subjected to horizontal or slope-parallel excitation. The latter is described with idealized pulses and near-fau
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5bd01b5710d5c57fb70b13521acd710e
https://doi.org/10.1061/(asce)gt.1943-5606.0000174
https://doi.org/10.1061/(asce)gt.1943-5606.0000174
Autor:
Ioannis Anastasopoulos, Takis Georgarakos, George Gazetas, Rallis Kourkoulis, Vasileios Drosos
Publikováno v:
Earthquake Engineering and Engineering Vibration. 7:345-368
The engineering community has devoted much effort to understanding the response of soil-structure systems to seismic ground motions, but little attention to the effects of an outcropping fault offset. The 1999 earthquakes of Turkey and Taiwan, offeri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8360209090fb5a4b0687ba3a907cdd39
https://doi.org/10.1007/s11803-008-1001-x
https://doi.org/10.1007/s11803-008-1001-x
Autor:
Vasileios Drosos, George Gazetas, Rallis Kourkoulis, Takis Georgarakos, Nikos Gerolymos, Ioannis Anastasopoulos
Publikováno v:
Bulletin of Earthquake Engineering. 6:213-239
Immersed tunnels are particularly sensitive to tensile and compressive defor- mations such as those imposed by a normal seismogenic fault rupturing underneath, and those generated by the dynamic response due to seismic waves. The paper investigates t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::700bbfe34ed711d1ce809f1997c9fded
https://doi.org/10.1007/s10518-007-9055-0
https://doi.org/10.1007/s10518-007-9055-0
Autor:
Ioannis Anastasopoulos, Takis Georgarakos, George Gazetas, Rallis Kourkoulis, Vasileios Drosos, Nikos Gerolymos
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 133:1067-1090
Critical for the seismic safety of immersed tunnels is the magnitude of deformations developing in the segment joints, as a result of the combined longitudinal and lateral vibrations. Analysis and design against such vibrations is the main focus of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b3b720a9a10d942aca476ddc973836e
https://doi.org/10.1061/(asce)1090-0241(2007)133:9(1067)
https://doi.org/10.1061/(asce)1090-0241(2007)133:9(1067)
Autor:
V. Georgiannou, Ioannis Anastasopoulos, Vasileios Drosos, Rallis Kourkoulis, Takis Georgarakos
Publikováno v:
Soil Dynamics and Earthquake Engineering
Reinforced-soil retaining structures possess inherent flexibility, and are believed to be insensitive to earthquake shaking. In fact, several such structures have successfully survived destructive earthquakes (Northridge 1994, Kobe 1995, Kocaeli 1999
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::183b12133062ea222a859051d36854c6
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics IV.
A numerical study is presented for a rigid block supported through a Coulomb friction contact surface on a horizontal or an inclined plane, and subjected to horizontal or parallel excitation. The latter is described with idealized pulses and near-fau
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a5f0077e8d5faabc600426e0b4278af
https://doi.org/10.1061/40975(318)186
https://doi.org/10.1061/40975(318)186