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
Stonecutters Bridge is a cable-stayed bridge having an unprecedented central span of 1018 m. The buf...
A new study on suspension bridges has been prompted by the big disaster of the Tacoma Narrow Bridge ...
One of the key aspects of bridge deck aerodynamics is the transformation of the incident wind flow i...
Diploma thesis deals with static and dynamic analyses of a slender bridge structure behavior. The fo...
In the past, the design of bridges over increasing distances was limited by construction techniques ...
European norms for civil engineering structures, well known as Eurocodes, are set of highly harmoni...
peer reviewedBased on a non linear quasi-steady wind model, this paper presents the statistical char...
Within the last century the interest in wind-induced loads over civil engineering structures has bec...
This work investigates different methods to theoretical and physical modelling of a cable-stayed br...
The Confederation Bridge is a 13 km long precast concrete structure, constructed between 1993 and 19...
Bridges often have complicated geometries in complex terrain where they can be exposed to high wind ...
This thesis deals with the modelling of wind loads on bridges. When turbulent wind blows past a brid...
This paper describes wind tunnel tests performed on wind tunnel models of the Talavera de la Reina c...
As pontes são importantes elementos no desenvolvimento da infraestrutura de uma nação, possibilitand...
AbstractThis paper describes wind tunnel tests performed on wind tunnel models of the Talavera de la...
Stonecutters Bridge is a cable-stayed bridge having an unprecedented central span of 1018 m. The buf...
A new study on suspension bridges has been prompted by the big disaster of the Tacoma Narrow Bridge ...
One of the key aspects of bridge deck aerodynamics is the transformation of the incident wind flow i...
Diploma thesis deals with static and dynamic analyses of a slender bridge structure behavior. The fo...
In the past, the design of bridges over increasing distances was limited by construction techniques ...
European norms for civil engineering structures, well known as Eurocodes, are set of highly harmoni...
peer reviewedBased on a non linear quasi-steady wind model, this paper presents the statistical char...
Within the last century the interest in wind-induced loads over civil engineering structures has bec...
This work investigates different methods to theoretical and physical modelling of a cable-stayed br...
The Confederation Bridge is a 13 km long precast concrete structure, constructed between 1993 and 19...
Bridges often have complicated geometries in complex terrain where they can be exposed to high wind ...
This thesis deals with the modelling of wind loads on bridges. When turbulent wind blows past a brid...
This paper describes wind tunnel tests performed on wind tunnel models of the Talavera de la Reina c...
As pontes são importantes elementos no desenvolvimento da infraestrutura de uma nação, possibilitand...
AbstractThis paper describes wind tunnel tests performed on wind tunnel models of the Talavera de la...
Stonecutters Bridge is a cable-stayed bridge having an unprecedented central span of 1018 m. The buf...
A new study on suspension bridges has been prompted by the big disaster of the Tacoma Narrow Bridge ...
One of the key aspects of bridge deck aerodynamics is the transformation of the incident wind flow i...