Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Ece Eseller Bayat"'
Autor:
Ozan Alver, E. Ece Eseller-Bayat
Publikováno v:
Soils and Foundations, Vol 64, Iss 2, Pp 101441- (2024)
The most widely used analysis method for the laterally loaded pile problem is the Winkler spring approach. Although researchers have proposed nonlinear formulations for the p-y curves, the contribution of the soil nonlinearity has not been thoroughly
Externí odkaz:
https://doaj.org/article/d0d1ea8b19444382b39fe49dbbb49438
Autor:
Ozan Alver, Esra Ece Eseller-Bayat
Publikováno v:
Applied Sciences, Vol 12, Iss 18, p 9002 (2022)
Pile foundations in earthquake-prone regions must be analyzed and designed considering the dynamic loads. In the fully nonlinear dynamic analyses, the soil nonlinearity can be considered using the modulus degradation curves in the total-stress approa
Externí odkaz:
https://doaj.org/article/6d230f8399a0438dbfd5a1600f2cd436
Autor:
Ozan Alver, E. Ece Eseller-Bayat
Publikováno v:
Bulletin of Earthquake Engineering. 21:3297-3320
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cca64c41a65f030ce4876a45b19308bc
https://doi.org/10.1007/s10518-023-01677-z
https://doi.org/10.1007/s10518-023-01677-z
Autor:
Onur Deniz, Esra Ece Eseller-Bayat
Publikováno v:
Teknik Dergi. 33:11921-11954
Bu çalışma TBDY 2018, uluslararası standartları ve literatürdeki çalışmaları esas alarak deprem bölgesinde bulunan mevcut bir tank yapısının deprem yükleri altında geoteknik değerlendirmesini sunmaktadır. Sahada sıvılaşma potansi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::522dbf1ccd2d45e7103c72c3bbac274c
https://doi.org/10.18400/tekderg.813808
https://doi.org/10.18400/tekderg.813808
Publikováno v:
Geotechnical and Geological Engineering. 40:499-530
The liquefaction or softening of the soils and the potential vulnerability of existing buildings on liquefiable soils continue to be of major concern to the public because it has repeatedly caused severe damages to buildings during strong earthquakes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcb6a5746ca6da4e0732c75c913d14ea
https://doi.org/10.1007/s10706-021-01926-5
https://doi.org/10.1007/s10706-021-01926-5
Publikováno v:
Bulletin of Earthquake Engineering. 19:1987-2011
Eseller-Bayat, Ece/0000-0002-5774-4911 WOS:000621709900001 During the past decades, various soil improvement techniques have been developed to mitigate liquefaction hazards. One of the most newfound techniques is induced partial saturation (IPS). The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::08cf177d986f2ee15f9b90b4b5b32177
https://doi.org/10.1007/s10518-021-01058-4
https://doi.org/10.1007/s10518-021-01058-4
Autor:
Ece Eseller-Bayat, OZAN ALVER
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36a33dfc4b89232d84aad770e7849c8a
https://doi.org/10.1007/978-3-031-11898-2_83
https://doi.org/10.1007/978-3-031-11898-2_83
Autor:
Katerina Ziotopoulou, Kemal Onder Cetin, Panagiotis Pelekis, Selim Altun, Nikolaos Klimis, Alper Sezer, Emmanouil Rovithis, Mustafa Tolga Yılmaz, Achilleas G. Papadimitriou, Zeynep Gulerce, Gizem Can, Makbule Ilgac, Elife Cakır, Berkan Soylemez, Ahmed Al-Suhaily, Alaa Elsaid, Moutasem Zarzour, Nurhan Ecemis, Berna Unutmaz, Mustafa Kerem Kockar, Mustafa Akgun, Cem Kincal, Ece Eseller Bayat, Pelin Tohumcu Ozener, Jonathan P. Stewart, George Mylonakis
Publikováno v:
Bulletin of Earthquake Engineering, vol 20, iss 14
On October 30, 2020 14:51 (UTC), a moment magnitude (M-w) of 7.0 (USGS, EMSC) earthquake occurred in the Aegean Sea north of the island of Samos, Greece. Turkish and Hellenic geotechnical reconnaissance teams were deployed immediately after the event
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::831cc45cf1998a2fb8e7199006b3832c
https://hdl.handle.net/11454/76108
https://hdl.handle.net/11454/76108
Autor:
Ece Eseller-Bayat, OZAN ALVER
Publikováno v:
Applied Sciences; Volume 12; Issue 18; Pages: 9002
Pile foundations in earthquake-prone regions must be analyzed and designed considering the dynamic loads. In the fully nonlinear dynamic analyses, the soil nonlinearity can be considered using the modulus degradation curves in the total-stress approa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::83e4a06ac6d3a613da0d14ca5ca04d89
https://doi.org/10.3390/app12189002
https://doi.org/10.3390/app12189002
Autor:
E. Ece Eseller-Bayat, Mehmet Ada
Publikováno v:
European Journal of Environmental and Civil Engineering. 25:1810-1832
System identification (SI) techniques have been widely used in Geotechnical Engineering to understand the characteristics of soils. In this study, system identification techniques with and without ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2cf535d8749687a240ab41900db05976
https://doi.org/10.1080/19648189.2019.1603122
https://doi.org/10.1080/19648189.2019.1603122