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Integral abutment bridges : investigation of seismic soil structure interaction effects by shaking table testing
ID Fiorentino, Gabriele (Avtor), ID Isaković, Tatjana (Avtor), ID Nuti, Camillo (Avtor)

URLURL - Izvorni URL, za dostop obiščite https://doi.org/10.1002/eqe.3409 Povezava se odpre v novem oknu

Izvleček
In recent years there has been renewed interest on integral abutment bridges (IABs), mainly due to their low construction and maintenance cost. Owing to the monolithic connection between deck and abutments, there is strong soil structure interaction between the bridge and the backfill under both thermal action and earthquake shaking. Although some of the regions where IABs are adopted qualify as highly seismic, there is limited knowledge as to their dynamic behaviour and vulnerability under strong ground shaking. To develop a better understanding on the seismic behaviour of IABs, an extensive experimental campaign involving over 75 shaking table tests and 4800 time histories of recorded data, was carried out at EQUALS Laboratory, University of Bristol, under the auspices of EU sponsored SERA project (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The tests were conducted on a 5 m long shear stack mounted on a 3 m 3 m 6 DOF earthquake simulator, focusing on interaction effects between a scaled bridge model, abutments, foundation piles and backfill soil. The study aims at (a) developing new scaling procedures for physical modelling of IABs, (b) investigating experimentally the potential benefits of adding compressible inclusions (CIs) between the abutment and the backfill and (c) exploring the influence of different types of connection between the abutment and the pile foundation. Results indicate that the CI reduces the accelerations on the bridge deck and the settlements in the backfill, while disconnecting piles from the cap decreases bending near the pile head.

Jezik:Angleški jezik
Ključne besede:earthquake engineering, structural engineering
Vrsta gradiva:Znanstveno delo
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FGG - Fakulteta za gradbeništvo in geodezijo
Status publikacije:Objavljeno
Različica publikacije:Recenzirani rokopis
Leto izida:2020
Št. strani:Str. 1-22
Številčenje:Letn. XX, št. dec.
PID:20.500.12556/RUL-125098 Povezava se odpre v novem oknu
UDK:624.042.7
ISSN pri članku:0098-8847
DOI:10.1002/eqe.3409 Povezava se odpre v novem oknu
COBISS.SI-ID:43549699 Povezava se odpre v novem oknu
Datum objave v RUL:04.03.2021
Število ogledov:1482
Število prenosov:119
Metapodatki:XML DC-XML DC-RDF
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Gradivo je del revije

Naslov:Earthquake engineering & structural dynamics
Skrajšan naslov:Earthquake eng. struct. dyn.
Založnik:Wiley
ISSN:0098-8847
COBISS.SI-ID:25358592 Povezava se odpre v novem oknu

Licence

Licenca:CC BY-NC-ND 4.0, Creative Commons Priznanje avtorstva-Nekomercialno-Brez predelav 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by-nc-nd/4.0/deed.sl
Opis:Najbolj omejujoča licenca Creative Commons. Uporabniki lahko prenesejo in delijo delo v nekomercialne namene in ga ne smejo uporabiti za nobene druge namene.
Začetek licenciranja:04.03.2021

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:potresno inženirstvo, gradbene konstrukcije

Projekti

Financer:EC - European Commission
Številka projekta:EU H2020 SERA 730900
Naslov:Seismic response of novel integrated abutment-bridges (SERENA) project
Akronim:SERENA

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