Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
Open Science Slovenia
Open Science
DiKUL
slv
|
eng
Search
Browse
New in RUL
About RUL
In numbers
Help
Sign in
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
)
URL - Source URL, Visit
https://doi.org/10.1002/eqe.3409
Image galllery
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
UDC:
624.042.7
ISSN on article:
0098-8847
DOI:
10.1002/eqe.3409
COBISS.SI-ID:
43549699
Publication date in RUL:
04.03.2021
Views:
1481
Downloads:
119
Metadata:
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Copy citation
Share:
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
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
Similar documents
Similar works from RUL:
Similar works from other Slovenian collections:
Back