Pregled bibliografske jedinice broj: 426655
Structural Design of Quay on River Drava near Osijek
Structural Design of Quay on River Drava near Osijek // Eleventh International Symposium on Water Management and Hydraulic Engineering, WMHE 2009 / Cvetanka Popovska, Milorad Jovanovski (ur.).
Skopje: Faculty of Civil Engineering, University Ss. Cyril and Methodius , Skopje, Macedonia, 2009. str. 331-338 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), stručni)
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Naslov
Structural Design of Quay on River Drava near Osijek
Autori
Sorić, Zorislav ; Kišiček, Tomislav ; Galić, Josip
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni
Izvornik
Eleventh International Symposium on Water Management and Hydraulic Engineering, WMHE 2009
/ Cvetanka Popovska, Milorad Jovanovski - Skopje : Faculty of Civil Engineering, University Ss. Cyril and Methodius , Skopje, Macedonia, 2009, 331-338
Skup
Eleventh International Symposium on Water Management and Hydraulic Engineering
Mjesto i datum
Ohrid, Sjeverna Makedonija, 01.09.2009. - 05.09.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Drava River; quay structures; design; concrete; reinforcement; loading
Sažetak
This paper describes quay structure necessary for river transportation in Croatia. The 4×60m reinforced concrete quay on the river Drava at town Osijek has been designed. The quay structure will be constructed of in-situ made reinforced concrete. The quay will consist of four parts, three of them straight and one slightly curved. Each part will be 60 m long. The beginning of construction has been planned for the second half of this year (2009.). The rein-forced concrete quay on river Drava near Osijek was analyzed with 102 differ-ent load combination in 2-D and 102 in 3-D model. All analysis was made ac-cording to the European norms. The analysis has confirmed that vertical and horizontal loading due to mobile cranes, ship impact forces and soil pressure are the most relevant for analysis of the structure. Prescribed quality of concrete was of type C30/37 and steel reinforcement of type B500B. Due to large hori-zontal forces of soil pressure on back wall, it was necessary to provide anchor-age tendons at upper and at lower reinforced concrete beam grids combined with frictional plates at the back-wall of the structure.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb