Pregled bibliografske jedinice broj: 942474
Comparison of free-field and foundation input motions from experimentally tested built environments
Comparison of free-field and foundation input motions from experimentally tested built environments // ce/papers Special Issue: XVI DECGE 2018 Proceedings of the 16th Danube ‐ European Conference on Geotechnical Engineering / Jesse, Dirk (ur.).
Berlin: Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, 2018. str. 895-900 doi:10.1002/cepa.784 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Comparison of free-field and foundation input motions from experimentally tested built environments
Autori
Kraus, Ivan ; Cerovečki, Adriana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Ce/papers Special Issue: XVI DECGE 2018 Proceedings of the 16th Danube ‐ European Conference on Geotechnical Engineering
/ Jesse, Dirk - Berlin : Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, 2018, 895-900
Skup
XVI Danube-European Conference on Geotechnical Engineering: Geotechnical Hazards and Risks: experiences and practices
Mjesto i datum
Skopje, Sjeverna Makedonija, 07.06.2018. - 09.06.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Free-field motion ; Foundation input motion ; Built environments ; Shaking table ; Centrifuge
Sažetak
Eurocode allows recorded acceleration time histories for representations of seismic action for design of structures. However, it does not define whether the ground motion time histories should be obtained from instruments mounted on foundations, below foundations or placed in free field. Recent laboratory experiments showed that foundation input motion may be of higher intensity and with different frequency content when compared to the motion recorded in free-field during same earthquake event. However, results obtained during a real earthquake events showed that input motions at the foundation of a structure are of similar intensity when compared to motions recorded in free-field, not far from the structure. In order to investigate the discrepancy this paper provides comparisons of signals recorded at the same time in free-field and on foundations of structures during the same earthquake event. The signals used were obtained from four different built environments experimentally tested in centrifuges and on shaking tables in Japan, Europe and Canada.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek