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

URLURL - Source URL, Visit https://doi.org/10.1002/eqe.3409 This link opens in a new window

Abstract
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.

Language:English
Keywords:earthquake engineering, structural engineering
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Author Accepted Manuscript
Year:2020
Number of pages:Str. 1-22
Numbering:Letn. XX, št. dec.
PID:20.500.12556/RUL-125098 This link opens in a new window
UDC:624.042.7
ISSN on article:0098-8847
DOI:10.1002/eqe.3409 This link opens in a new window
COBISS.SI-ID:43549699 This link opens in a new window
Publication date in RUL:04.03.2021
Views:872
Downloads:115
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Record is a part of a journal

Title:Earthquake engineering & structural dynamics
Shortened title:Earthquake eng. struct. dyn.
Publisher:Wiley
ISSN:0098-8847
COBISS.SI-ID:25358592 This link opens in a new window

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:04.03.2021

Secondary language

Language:Slovenian
Keywords:potresno inženirstvo, gradbene konstrukcije

Projects

Funder:EC - European Commission
Project number:EU H2020 SERA 730900
Name:Seismic response of novel integrated abutment-bridges (SERENA) project
Acronym:SERENA

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