Experimental and numerical analysis of timber pedestrain bridge structure (CROSBI ID 544134)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Turčić, Nenad ; Krolo, Joško ; Haiman, Miljenko
engleski
Experimental and numerical analysis of timber pedestrain bridge structure
This paper presents experimental and theoretical analysis of the timber pedestrian bridge structures. Experimentally obtained results (strain and deflection), predictions and requirements, and to determine the capability of the structure to take over the design load. The bridge was analysis with respect to static and dynamic loading. Numerical analysis of the timber pedestrain bridge was performed by finite element method with the use of COSMOS software.
experimental; numerical; timber pedestrian bridge; strains; deflections
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Podaci o prilogu
269-270.
2008.
objavljeno
Podaci o matičnoj publikaciji
25th Danubia-Adria Symposium on Advances in Experimental Mechanics
Daniel, M. ; Holy, S. ; Ružička, M.
Prag: Czech technical university in Prague
978-80-01-04162-8
Podaci o skupu
25th DANUBIA-ADRIA Symposium on Advances in Experimental Mechanics
predavanje
24.09.2008-27.09.2008
České Budějovice, Češka Republika; Český Krumlov, Češka Republika