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Integral abutment bridges : investigation of seismic soil-structure interaction effects by shaking table testing
ID Fiorentino, Gabriele (Avtor), ID De Luca, Flavia (Avtor), ID Isaković, Tatjana (Avtor), et al.

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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, compressible inclusion, integral abutment bridges, pile-to-cap connection, shaking table testing, soil structure interaction
Vrsta gradiva:Članek v reviji
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FGG - Fakulteta za gradbeništvo in geodezijo
Status publikacije:Objavljeno
Različica publikacije:Objavljena publikacija
Leto izida:2021
Št. strani:Str. 1517–1538
Številčenje:Vol. 50, iss. 6
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:8077
Število prenosov:202
Metapodatki:XML DC-XML DC-RDF
:
FIORENTINO, Gabriele, DE LUCA, Flavia in ISAKOVIĆ, Tatjana, 2021, Integral abutment bridges : investigation of seismic soil-structure interaction effects by shaking table testing. Earthquake engineering & structural dynamics [na spletu]. 2021. Vol. 50, no. 6. [Dostopano 6 julij 2025]. DOI 10.1002/eqe.3409. Pridobljeno s: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=slv&id=125098
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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 4.0, Creative Commons Priznanje avtorstva-Nekomercialno 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by-nc/4.0/deed.sl
Opis:Licenca Creative Commons, ki prepoveduje komercialno uporabo, vendar uporabniki ne rabijo upravljati materialnih avtorskih pravic na izpeljanih delih z enako licenco.

Sekundarni jezik

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

Projekti

Financer:EC - European Commission
Program financ.:H2020
Številka projekta:730900
Naslov:Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe
Akronim:SERA

Financer:National Natural Science Foundation of China
Številka projekta:51778148

Financer:DPC-ReLUIS

Financer:Federbeton
Naslov:Seismic Behaviour of Integral Bridges

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