Skoči na glavni sadržaj

Prethodno priopćenje

Parametric analysis of wind action on slab bridge deck

Ivana Štimac Grandić ; Građevinski fakultet Sveučilišta u Rijeci, Rijeka, Hrvatska
Ana Ivančić ; Građevinski fakultet Sveučilišta u Rijeci, Rijeka, Hrvatska
Bojan Liker ; Građevinski fakultet Sveučilišta u Rijeci, Rijeka, Hrvatska


Puni tekst: engleski pdf 585 Kb

str. 45-54

preuzimanja: 1.012

citiraj


Sažetak

In this paper, the parametric analysis of wind action on the bridge deck is conducted. Wind force acting on the bridge deck is calculated varying upon the following parameters: wind area, terrain category,
road restraint system and height of the deck above ground. The presented results show the possibility of great changes in wind force due to changes of the listed parameters. Since a similar slab bridge deck is often used in different locations in Croatia, it is important to bear in mind when designing standardised bridges the fact that the wind load on bridges in different locations can change several times.

Ključne riječi

wind action, parametric analysis, EN 1991-1-4

Hrčak ID:

70386

URI

https://hrcak.srce.hr/70386

Posjeta: 1.317 *