Pregled bibliografske jedinice broj: 374669
Experimental and numerical analysis of timber pedestrain bridge structure
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 technical university in Prague, 2008. str. 269-270 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 374669 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
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 technical 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
České Budějovice, Češka Republika; Český Krumlov, Češka Republika, 24.09.2008. - 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
Projekti:
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Rak, Mladenko, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb
