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It has been shown that this is a sufficient (but not a necessary) precondition to accept a numerical model. Numerical models can fail to predict the planar rocking response of a rigid block, but may succeed in predicting the statistics of the response to an ensemble of ground motions. As seismic response is inherently stochastic, comparison of the statistics of the numerically simulated response to the statistics of the experimentally obtained benchmark response for the same ensemble of earthquake excitation is a sufficient (and easier to pass) model validation test. This article describes the publicly available data of a set of 12 free rocking vibration and 115 shake table tests of six three\u2010dimensional rocking and sliding columns, designed at ETH Zurich and performed at EQUALS Laboratory, University of Bristol. The data can be used to statistically validate different approaches that aim to model three\u2010dimensional rocking structures.<\/jats:p>","DOI":"10.1177\/87552930211020021","type":"journal-article","created":{"date-parts":[[2021,6,25]],"date-time":"2021-06-25T00:22:20Z","timestamp":1624580540000},"page":"2971-2987","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":19,"title":["Data set from shake table tests of free\u2010standing rocking bodies"],"prefix":"10.1002","volume":"37","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-4590-2126","authenticated-orcid":false,"given":"Michalis F","family":"Vassiliou","sequence":"first","affiliation":[{"name":"Department of Civil, Environmental, and Geomatic Engineering ETH Zurich Zurich Switzerland"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-9475-8124","authenticated-orcid":false,"given":"Cihan","family":"Cengiz","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering University of Bristol Bristol UK"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Matt","family":"Dietz","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering University of Bristol Bristol UK"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Luiza","family":"Dihoru","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering University of Bristol Bristol UK"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4058-260X","authenticated-orcid":false,"given":"Marco","family":"Broccardo","sequence":"additional","affiliation":[{"name":"University of Trento Trento Italy"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-8455-8946","authenticated-orcid":false,"given":"George","family":"Mylonakis","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering University of Bristol Bristol UK"},{"name":"Department of Civil &amp; Infrastructure Engineering Khalifa University Abu Dhabi United Arab Emirates"},{"name":"University of California Los Angeles (UCLA) Los Angeles CA USA"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2616-9395","authenticated-orcid":false,"given":"Anastasios","family":"Sextos","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering University of Bristol Bristol UK"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-1713-1977","authenticated-orcid":false,"given":"Bozidar","family":"Stojadinovic","sequence":"additional","affiliation":[{"name":"Department of Civil, Environmental, and Geomatic Engineering ETH Zurich Zurich Switzerland"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"311","published-online":{"date-parts":[[2021,6,24]]},"reference":[{"key":"e_1_2_18_2_1","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.2181"},{"key":"e_1_2_18_3_1","doi-asserted-by":"publisher","DOI":"10.3389\/fbuil.2017.00047"},{"key":"e_1_2_18_4_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.soildyn.2019.04.033"},{"key":"e_1_2_18_5_1","doi-asserted-by":"publisher","DOI":"10.1061\/JSDEAG.0005363"},{"key":"e_1_2_18_6_1","unstructured":"BachmannJA(2018)Development of self\u2010centering systems with geometry\u2010controlled stiffness for earthquake hazard mitigation. 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