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Pregled bibliografske jedinice broj: 959224

Parametric analysis of pedestrian timber beam bridges and selection of their optimal design


Bjelanović, A.; Franolić, F.; Franković, T.; Štimac Grandić, I
Parametric analysis of pedestrian timber beam bridges and selection of their optimal design // Proceedings of 5th International conference on Road and Rail Infrastructure (CETRA-2018) / Lakušić, Stjepan (ur.).
Zagreb: University in Zagreb, Faculty of Civil Engineering, Department of Transportation, 2018. str. (65)-(72) (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
Parametric analysis of pedestrian timber beam bridges and selection of their optimal design

Autori
Bjelanović, A. ; Franolić, F. ; Franković, T. ; Štimac Grandić, I

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

Izvornik
Proceedings of 5th International conference on Road and Rail Infrastructure (CETRA-2018) / Lakušić, Stjepan - Zagreb : University in Zagreb, Faculty of Civil Engineering, Department of Transportation, 2018, (65)-(72)

Skup
5th International conference on Road and Rail Infrastructure (CETRA-2018)

Mjesto i datum
Zadar, RH, 16.-19.5.2018.

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Parametric analysis, pedestrian and cyclist traffic, timber beam bridges, static and dynamic analysis, optimal design

Sažetak
Paper represents results of parametric analysis conducted on timber beam-type bridges intended to serve pedestrian and cyclist traffic, as well as possible traffic of service and emergency vehicles. Type and position of pavement deck, as well as optimal transverse disposition of selected structural form were indicated as immediate goal of conducted analysis, while the number of main-girders, their cross-sectional type and dimensions, together with accompanying consequences on global stability of the bridge were highlighted as significant parameters. Open boarded and cross laminated timber (CLT) deck covered by asphalt layer were considered as the two basic types of pavement deck supported by main structure, while grillage structure using ribbed CLT plates were considered as an additional alternative. More than 150 examples of prepared finite element models (FEM) of beam bridges, classified into four representative groups according to the characteristic transverse layouts were analysed. Static and dynamic analyses were performed by varying both, span of simply supported main girders and useful width of pavement deck which was conditioned by necessary traffic profiles. Results of analysis were given as recommendations and guidelines for the selection of optimal design of the bridge with regard to span and requests of functionality

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

Napomena
Rad proizašao iz diplomskog rada studenta diplomskog sveučilišnog studija.



POVEZANOST RADA


Ustanove
Građevinski fakultet, Rijeka