Influence of uneven settlements of the curved glulam frames’ bearings on the cornice node’s stress-strain state

Authors

  • Денис Віталійович Михайловський Kyiv National University of Construction and Architecture Povitroflotskyi ave., 31, Kyiv, Ukraine, 03680, Ukraine https://orcid.org/0000-0002-7404-4757
  • Дмитро Миколайович Матющенко TOV «NPK «UKRBUDPROJECT» Aviakonstructora Antonova str., 5-B, Kyiv, Ukraine, 03680, Ukraine https://orcid.org/0000-0001-5464-5064
  • Артур Олегович Смоленський TOV «NPK «UKRBUDPROJECT» Aviakonstructora Antonova str., 5-B, Kyiv, Ukraine, 03680, Ukraine https://orcid.org/0000-0001-5464-5064

DOI:

https://doi.org/10.15587/2313-8416.2016.74484

Keywords:

curved glulam frame, glued wood, cornice node, stress-strain state, finite-elements method

Abstract

Comparison analysis of the cornice node’s stress of three-hinged curved glulam frames that caused by uneven settlements of bearings are shown in the article. Three-dimensional finite elements model of the building using LIRA-SAPR 2013 was developed for research. Settlements were determined by the stratified method and by calculations of the system “substructures – foundations – constructions” using physically non-linear soil massive

Author Biographies

Денис Віталійович Михайловський, Kyiv National University of Construction and Architecture Povitroflotskyi ave., 31, Kyiv, Ukraine, 03680

PhD, Associate professor, Head of the Postgraduate and Doctoral Department


Chair of steel and lumber constructions

Дмитро Миколайович Матющенко, TOV «NPK «UKRBUDPROJECT» Aviakonstructora Antonova str., 5-B, Kyiv, Ukraine, 03680

Lead engineer 

Артур Олегович Смоленський, TOV «NPK «UKRBUDPROJECT» Aviakonstructora Antonova str., 5-B, Kyiv, Ukraine, 03680

Engineer 

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Published

2016-07-30

Issue

Section

Technical Sciences