Liolios, Angelos

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Author's Bibliography

Some Aspects of the Analysis of Pile Fondations Behaviour Under Seismic Action

Folić, Boris; Folić, Radomir; Liolios, Angelos; Ćosić, Mladen

(Association of civil engineers of Serbia (ACES), 2019)

TY  - CONF
AU  - Folić, Boris
AU  - Folić, Radomir
AU  - Liolios, Angelos
AU  - Ćosić, Mladen
PY  - 2019
UR  - http://rims.institutims.rs/handle/123456789/750
AB  - The paper presents a seismic analysis of the structure-pile-soil system, of a 2D RC frame. The analysis of individual system elements and some potential damage on two Vrancea accelerograms, VR77NS and VRfoc86NS are presented. The impact of the response spectra is provided for VR77NS, because the structure enters the resonant area and the damage increase considerably. Local drift diagrams during the earthquake, and the model damage featured as plastic hinges condition at the end of accelerograms are provided. It is indicated that it is necessary to introduce a dynamic interaction of the structural system, which includes not only the piles, but soil as well, because it became possible at the present level of scientific and technological progress of the human kind.
PB  - Association of civil engineers of Serbia (ACES)
C3  - 8th International Conference Geotechnics in Civil Engineering, Vrnjačka Banja, Serbia
T1  - Some Aspects of the Analysis of Pile Fondations Behaviour Under Seismic Action
EP  - 356
SP  - 343
UR  - https://hdl.handle.net/21.15107/rcub_rims_750
ER  - 
@conference{
author = "Folić, Boris and Folić, Radomir and Liolios, Angelos and Ćosić, Mladen",
year = "2019",
abstract = "The paper presents a seismic analysis of the structure-pile-soil system, of a 2D RC frame. The analysis of individual system elements and some potential damage on two Vrancea accelerograms, VR77NS and VRfoc86NS are presented. The impact of the response spectra is provided for VR77NS, because the structure enters the resonant area and the damage increase considerably. Local drift diagrams during the earthquake, and the model damage featured as plastic hinges condition at the end of accelerograms are provided. It is indicated that it is necessary to introduce a dynamic interaction of the structural system, which includes not only the piles, but soil as well, because it became possible at the present level of scientific and technological progress of the human kind.",
publisher = "Association of civil engineers of Serbia (ACES)",
journal = "8th International Conference Geotechnics in Civil Engineering, Vrnjačka Banja, Serbia",
title = "Some Aspects of the Analysis of Pile Fondations Behaviour Under Seismic Action",
pages = "356-343",
url = "https://hdl.handle.net/21.15107/rcub_rims_750"
}
Folić, B., Folić, R., Liolios, A.,& Ćosić, M.. (2019). Some Aspects of the Analysis of Pile Fondations Behaviour Under Seismic Action. in 8th International Conference Geotechnics in Civil Engineering, Vrnjačka Banja, Serbia
Association of civil engineers of Serbia (ACES)., 343-356.
https://hdl.handle.net/21.15107/rcub_rims_750
Folić B, Folić R, Liolios A, Ćosić M. Some Aspects of the Analysis of Pile Fondations Behaviour Under Seismic Action. in 8th International Conference Geotechnics in Civil Engineering, Vrnjačka Banja, Serbia. 2019;:343-356.
https://hdl.handle.net/21.15107/rcub_rims_750 .
Folić, Boris, Folić, Radomir, Liolios, Angelos, Ćosić, Mladen, "Some Aspects of the Analysis of Pile Fondations Behaviour Under Seismic Action" in 8th International Conference Geotechnics in Civil Engineering, Vrnjačka Banja, Serbia (2019):343-356,
https://hdl.handle.net/21.15107/rcub_rims_750 .