Thermal load, especially vertical temperature gradient is an important factor that should be considered during the bridge design procedure. In the world several researches focusing on thermal influences was performed, mostly in USA and China, but only a few analysed real measured cross-section temperature gradient at European bridges. In this paper, the temperature field along two decisive cross-section of concrete box girder bridge caused by heat of hydration or exposure to sunlight has been investigated by field monitoring. The measured temperature gradients has been compared to the Slovak bridge design eurocode
A thermal finite element study was carried out to investigate the temperature gradients in bridges w...
This paper compares the effect of temperature changes on the superstructure of bridges, above all th...
Temperature distribution of bridge girder cross-section is generally non-uniform. The vertical tempe...
Thermal load, especially vertical temperature gradient is an important factor that should be conside...
Thermal effect is one of very important from the large bridge design procedure point of view. Especi...
Temperature variations in the girder at two cross-sections of a long-span prestressed concrete box g...
Bridges are generally affected by thermal loads which include the daily cycle, seasonal cycle and an...
Researches on the general rules of temperature field changing and their effects on the bridge in con...
Researches on the general rules of temperature field changing and their effects on the bridge in con...
Aiming to introduce a simplified flexible design model for thermal actions in concrete bridge supers...
Aiming to introduce a simplified flexible design model for thermal actions in concrete bridge supers...
Uneven temperature distribution in a structural element constitutes one of its load factors. Tempera...
This paper deals with assesing of the influence of climate temperatures on deformations and stresses...
Solar radiation developing non-linear temperature distribution at the depth of the concrete structur...
Bridge structures are exposed to severe environmental conditions over their lifetime as they are con...
A thermal finite element study was carried out to investigate the temperature gradients in bridges w...
This paper compares the effect of temperature changes on the superstructure of bridges, above all th...
Temperature distribution of bridge girder cross-section is generally non-uniform. The vertical tempe...
Thermal load, especially vertical temperature gradient is an important factor that should be conside...
Thermal effect is one of very important from the large bridge design procedure point of view. Especi...
Temperature variations in the girder at two cross-sections of a long-span prestressed concrete box g...
Bridges are generally affected by thermal loads which include the daily cycle, seasonal cycle and an...
Researches on the general rules of temperature field changing and their effects on the bridge in con...
Researches on the general rules of temperature field changing and their effects on the bridge in con...
Aiming to introduce a simplified flexible design model for thermal actions in concrete bridge supers...
Aiming to introduce a simplified flexible design model for thermal actions in concrete bridge supers...
Uneven temperature distribution in a structural element constitutes one of its load factors. Tempera...
This paper deals with assesing of the influence of climate temperatures on deformations and stresses...
Solar radiation developing non-linear temperature distribution at the depth of the concrete structur...
Bridge structures are exposed to severe environmental conditions over their lifetime as they are con...
A thermal finite element study was carried out to investigate the temperature gradients in bridges w...
This paper compares the effect of temperature changes on the superstructure of bridges, above all th...
Temperature distribution of bridge girder cross-section is generally non-uniform. The vertical tempe...