This paper deals with assesing of the influence of climate temperatures on deformations and stresses in a cross section of the Nusle Bridge. The main purpose is to describe the measurement of the thermal fields, to compare measured and computed temperature fields, and to provide a real estimation of the stresses that occur
Thermal actions have a signicant eect on bridge structures and can at some sections account for more...
www.kstr.lth.se Thermal actions have a significant effect on bridge structures and can at some secti...
Aiming to introduce a simplified flexible design model for thermal actions in concrete bridge supers...
This paper deals with assesing of the influence of climate temperatures on deformations and stresses...
Daily and seasonal temperature variations induce deflections of bridges. The amplitude of these mome...
This paper reports the full-scale experimental measurements of temperature distribution over the sur...
This paper reports the full-scale experimental measurements of temperature distribution over the sur...
Thermal load, especially vertical temperature gradient is an important factor that should be conside...
Thermal load, especially vertical temperature gradient is an important factor that should be conside...
When the temperature changes in the environment the temperature will also change in a structure. Com...
This paper compares the effect of temperature changes on the superstructure of bridges, above all th...
Uneven temperature distribution in a structural element constitutes one of its load factors. Tempera...
Thermal effect is one of very important from the large bridge design procedure point of view. Especi...
In current time the large amount of pre-stressed bridge structures is used. Their horizontal and ver...
Thermal actions considered on abutments of integral bridges by the European standard (Eurocode 1) mi...
Thermal actions have a signicant eect on bridge structures and can at some sections account for more...
www.kstr.lth.se Thermal actions have a significant effect on bridge structures and can at some secti...
Aiming to introduce a simplified flexible design model for thermal actions in concrete bridge supers...
This paper deals with assesing of the influence of climate temperatures on deformations and stresses...
Daily and seasonal temperature variations induce deflections of bridges. The amplitude of these mome...
This paper reports the full-scale experimental measurements of temperature distribution over the sur...
This paper reports the full-scale experimental measurements of temperature distribution over the sur...
Thermal load, especially vertical temperature gradient is an important factor that should be conside...
Thermal load, especially vertical temperature gradient is an important factor that should be conside...
When the temperature changes in the environment the temperature will also change in a structure. Com...
This paper compares the effect of temperature changes on the superstructure of bridges, above all th...
Uneven temperature distribution in a structural element constitutes one of its load factors. Tempera...
Thermal effect is one of very important from the large bridge design procedure point of view. Especi...
In current time the large amount of pre-stressed bridge structures is used. Their horizontal and ver...
Thermal actions considered on abutments of integral bridges by the European standard (Eurocode 1) mi...
Thermal actions have a signicant eect on bridge structures and can at some sections account for more...
www.kstr.lth.se Thermal actions have a significant effect on bridge structures and can at some secti...
Aiming to introduce a simplified flexible design model for thermal actions in concrete bridge supers...