VSE knjižnice (vzajemna bibliografsko-kataložna baza podatkov COBIB.SI)
  • Simulation of shake table tests on out-of-plane masonry buildings. Part III, Two-step FEM approach
    Gams, Matija, gradbeništvo ; Anžlin, Andrej, gradbenik ; Kramar, Miha, 1978-
    This paper presents numerical simulations of two full scale masonry structures which were tested on the shaking table within the scope of the workshop ʺMethods and challenges on the out-of-plane ... assessment of existing masonry buildingsʺ. The numerical models have been developed on the basis of the blind-prediction models which have been improved after the publication of the test results. The solution procedure is divided into two steps with separate numerical simulations for each one. In the first step the collapse mechanism of the structure is determined by means of pushover analysis using a continuum, plasticity based model. In the second step the dynamic response of the structure is simulated using a multibody model approach and frictional contacts. Results of the tests show reasonable, yet far from perfect predictive capabilities of the used numerical methods used.
    Vir: International journal of architectural heritage : conservation, analysis and restoration. - ISSN 1558-3058 (Vol. 11, iss. 1, 2017, str. 94-102)
    Vrsta gradiva - članek, sestavni del ; neleposlovje za odrasle
    Leto - 2017
    Jezik - angleški
    COBISS.SI-ID - 2239847

    Povezava(-e):

    http://www.tandfonline.com/doi/full/10.1080/15583058.2016.1237589
    DOI

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