Geometric and Static Analysis of the Historical Truss in Village Belá Dulice

Jozef Gocál; Peter Krušinský; Eva Capková; Miloš Kekeliak

doi:10.4028/www.scientific.net/AMR.969.199

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 969Geometric and Static Analysis of the Historical...

Geometric and Static Analysis of the Historical Truss in Village Belá Dulice

Abstract:

Following a recently realized area structural-historical research on historical truss constructions in the regions of Liptov, Turiec, Orava and Kysuce, a project named Geometric analysis of historical truss constructions on the area of Slovak Republic has arisen. The first truss chosen for the analysis is the one of the Roman Catholic Church in Belá Dulice. This article presents its geometric analysis, as well as the results of the static analysis, focused on static behaviour of the roof superstructure. The attention is paid to the effect of slip in joints on the load redistribution in the structure as well as on the deformation of the main bearing members.

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Periodical:

Advanced Materials Research (Volume 969)

Pages:

199-207

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.969.199

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Online since:

June 2014

Authors:

Jozef Gocál*, Peter Krušinský, Eva Capková, Miloš Kekeliak

Keywords:

Geometric Analysis, Historical Trusses, Numerical Model, Slip in Joints, Static Analysis

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