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Pregled bibliografske jedinice broj: 374669

Experimental and numerical analysis of timber pedestrain bridge structure


Turčić, Nenad; Krolo, Joško; Haiman, Miljenko
Experimental and numerical analysis of timber pedestrain bridge structure // 25th Danubia-Adria Symposium on Advances in Experimental Mechanics / Daniel, M. ; Holy, S. ; Ružička, M. (ur.).
Prag: Czech Tehnical University in Prague, 2008. str. 269-270 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
Experimental and numerical analysis of timber pedestrain bridge structure

Autori
Turčić, Nenad ; Krolo, Joško ; Haiman, Miljenko

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
25th Danubia-Adria Symposium on Advances in Experimental Mechanics / Daniel, M. ; Holy, S. ; Ružička, M. - Prag : Czech Tehnical University in Prague, 2008, 269-270

ISBN
978-80-01-04162-8

Skup
25th Danubia-Adria Symposium on Advances in Experimental Mechanics

Mjesto i datum
Češke Budejovice/Česky Krumlov, Czech Republic, 24-27.09.2008.

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Experimental; numerical; timber pedestrian bridge; strains; deflections

Sažetak
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.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Mladenko Rak, )

Ustanove
Građevinski fakultet, Zagreb