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dc.contributor.author
Vassiliou, Michalis F.
dc.contributor.author
Sieber, Max
dc.date.accessioned
2022-01-13T19:18:02Z
dc.date.available
2021-11-26T10:26:41Z
dc.date.available
2021-11-29T13:24:31Z
dc.date.available
2022-01-13T19:18:02Z
dc.date.issued
2022-02
dc.identifier.issn
0098-8847
dc.identifier.issn
1096-9845
dc.identifier.other
10.1002/eqe.3575
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/517081
dc.identifier.doi
10.3929/ethz-b-000517081
dc.description.abstract
The simplest 3D extension of Housner's planar rocking model is a rocking (wobbling) cylinder allowed to uplift and roll on its circumference, but constrained not to roll out of its initial position. The model is useful for the description of bridges that use rocking as a seismic isolation technique, in an effort to save material by reducing the design moment and the size of the foundations. This paper shows that describing wobbling motion in terms of displacements rather than rotations is more useful. It unveils that a remarkable property of planar rocking bodies extends to 3D motion: A small and a large wobbling cylinder of the same slenderness will sustain roughly equal top displacement, as long as they are not close to overturning. This allows for using the response of an infinitely large wobbling cylinder of slenderness alpha as a proxy to compute the response of all cylinders having the same slenderness, irrespectively of their size. Thus, the dimensionality of the problem is reduced by one. Moreover, this paper shows that the median wobbling response to sets of ground motions can be described as an approximate function of only two non-dimensional parameters, namely (gtan alpha/PGA,u/PGD)or (gtan alpha/PGA,uPGA/PGV2) where u is the top displacement of the wobbling body.
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
Wiley
en_US
dc.rights.uri
http://creativecommons.org/licenses/by/4.0/
dc.subject
3D rocking
en_US
dc.subject
dimensionality reduction
en_US
dc.subject
intensity measures
en_US
dc.subject
sustainable bridge design
en_US
dc.subject
uplifting
en_US
dc.subject
wobbling
en_US
dc.title
Dimensionality reduction of the 3D inverted pendulum cylindrical oscillator and applications on sustainable seismic design of bridges
en_US
dc.type
Journal Article
dc.rights.license
Creative Commons Attribution 4.0 International
dc.date.published
2021-11-15
ethz.journal.title
Earthquake Engineering & Structural Dynamics
ethz.journal.volume
51
en_US
ethz.journal.issue
2
en_US
ethz.journal.abbreviated
Earthquake Engng Struct Dyn.
ethz.pages.start
473
en_US
ethz.pages.end
491
en_US
ethz.version.deposit
publishedVersion
en_US
ethz.grant
Overturning probability of uplifting structures under far-field earthquake excitation
en_US
ethz.identifier.wos
ethz.identifier.scopus
ethz.publication.place
London
en_US
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09663 - Vassiliou, Michalis / Vassiliou, Michalis
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09663 - Vassiliou, Michalis / Vassiliou, Michalis
ethz.grant.agreementno
172512
ethz.grant.fundername
SNF
ethz.grant.funderDoi
10.13039/501100001711
ethz.grant.program
Projekte MINT
ethz.date.deposited
2021-11-26T10:29:02Z
ethz.source
WOS
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2022-01-13T19:18:12Z
ethz.rosetta.lastUpdated
2024-02-02T15:59:39Z
ethz.rosetta.versionExported
true
ethz.COinS
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