Pregled bibliografske jedinice broj: 1117871
Evaluation of seismic resilience of levees through the development of fragility curves
Evaluation of seismic resilience of levees through the development of fragility curves // Proceedings of the 1st Croatian Conference on Earthquake Engineering - 1CroCEE / Lakušić, S. ; Atalić, A. (ur.).
Zagreb: Građevinski fakultet Sveučilišta u Zagrebu, 2021. str. 373-383 doi:10.5592/CO/1CroCEE.2021.273 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Evaluation of seismic resilience of levees through the development of fragility curves
Autori
Rossi, Nicola ; Bačić, Mario ; Kovačević, Meho Saša
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 1st Croatian Conference on Earthquake Engineering - 1CroCEE
/ Lakušić, S. ; Atalić, A. - Zagreb : Građevinski fakultet Sveučilišta u Zagrebu, 2021, 373-383
ISBN
978-953-8168-47-5
Skup
1st Croatian Conference on Earthquake Engineering (1CroCEE)
Mjesto i datum
Zagreb, Hrvatska, 22.03.2021. - 24.03.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
slope stability ; Newmark ; seismic loading ; fragility curves ; flood protection
Sažetak
As natural or artificial earthen structures that provides flood protection adjacent to rivers or coastal areas, levees should be verified for several relevant design situations. For this verification, Eurocode 7 adopts semi-probabilistic approach, which utilizes statistical methods to select characteristic values of geotechnical parameters, thus neglecting spatial correlation between the same parameter at different sampling points, and cross-correlation between different parameters at the same sampling point. The degree of uncertainty involved in calculation of levee response to seismic loads is especially high and implementation of probabilistic approach for evaluation of seismic resilience of levees will yield more reliable insight into the behaviour of levees both during low and high waters. This paper contributes to the efforts of levee seismic vulnerability evaluations, through development of fragility curves as functions that describe the conditional probability of levee stability failure over the full range of seismic and water loads to which the levee might be exposed.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb