Computational modeling of the cyclic pushover test on a calcium silicate element masonry assemblage

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Abstract

Induced seismicity in the Groningen region of the Netherlands has led to a large scale testing campaign on Calcium silicate element masonry structures at Delft University of Technology. An overview of the finite element analysis (FEA) using an implicit solver, on the full scale quasi-static cyclic pushover test performed on a two-storey calcium sili-cate element masonry assemblage is presented in this paper. Tests have been performed in the experimental campaign at material, component, and structural level, of which the ma-terial tests like bond wrench tests, compression tests and shear tests are also briefed in this paper.
Original languageEnglish
Title of host publicationProceedings of the 4th WTA International PhD Symposium
EditorsW.J. Quist, S.J.C. Granneman, R.P.J. van Hees
PublisherWTA Nederland - Vlaanderen
Pages181 - 189
ISBN (Print)978-90-79216-19-2
Publication statusPublished - 2017
Event4th WTA International PhD symposium - TU Delft, Delft, Netherlands
Duration: 13 Sep 201716 Sep 2017
Conference number: 4
http://www.wta-nl-vl.org

Conference

Conference4th WTA International PhD symposium
CountryNetherlands
CityDelft
Period13/09/1716/09/17
Internet address

Keywords

  • Calcium Silicate Elements
  • Masonry
  • Finite Element Modelling

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