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Abstract
The state-of-the-art in structural model validation in Earthquake Engineering involves the comparison of a numerical time history response to an experimental benchmark one. It has been shown that this is a sufficient (but not necessary) precondition to accept a numerical model: Numerical models can fail to predict the planar rocking response of a rigid block, but succeed in predicting the statistics of the response to an ensemble of ground motions. As seismic response is inherently stochastic, this is a sufficient (and easier to pass) test. This paper describes the publicly available data of a set of 226 shake table tests of a 3D rocking podium structure. The data can be used to statistically validate approaches to model 3D rocking structures. Show more
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https://doi.org/10.3929/ethz-b-000429931Contributors
Contact person: Vassiliou, Michalis F.
Project leader: Stojadinovic, Bozidar
Project member: Cengiz, Cihan
Project member: Broccardo, Marco
Project member: Dietz, Matt
Project member: Dihoru, Luiza
Project member: Mylonakis, George
Project member: Sextos, Tasos
Publisher
ETH ZurichSubject
rocking; 3D rocking; wobbling; earthquake engineering; Shake table testingOrganisational unit
09663 - Vassiliou, Michalis / Vassiliou, Michalis
03930 - Stojadinovic, Bozidar / Stojadinovic, Bozidar
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