Przedstawiono zagadnienie sztywności zarysowanego betonu w przypadku ustrojów ciągłych (duże mosty). Omówiono w dużym skrócie ujęcie tego problemu przez normę PN-EN 1994-2:2010 oraz podejście samych projektantów do tego zagadnienia.The article presents the problem of stiffness of concrete cracking in the case of continuous regimes (big bridges). The problem was discussed very briefly on the basis of current standard and as well as the attitude towards this issue of designer themselves
Adetailed tie model of cracking is proposed. The model is dedicated to both semi-massive RC (reinfor...
Solutions of composite beams encounter some specific problems, such as shrinkage and creep of concre...
The dimensioning of concrete structures for restraint effects caused by deformation controlled loads...
W artykule przedstawiono wyniki badań czterech elementów zespolonych. Kształtownik stalowy połączony...
Zarysowanie obiektów mostowych z betonu zbrojonego jest naturalną cechą tych konstrukcji. Wpływa ono...
In this paper some aspects of the calculation of the width of cracks in joints of steel-concrete com...
W niniejszym artykule przedstawiono zagadnienie sztywności sworzni główkowych w stropach zespolonych...
In the paper, the own test results were presented. The experimental investigation was focused at det...
The paper investigates to what extent the effect of actions and deformations of statically indetermi...
Analysis of the literature has shown that two main factors, which should be taking into consideratio...
In this study, cracking and crack control of concrete structures is explored. Main focus of this stu...
It is widely considered as almost impossible to avoid cracking of concrete in a common structure und...
The paper presents the results of experimental and theoretical investigations of the mechanisms of c...
An experimental verification of actual flexural behavior of composite steel-concrete girder bridge ...
AbstractThe common phenomena – cracks appearance on newly built reinforced concrete bridge structure...
Adetailed tie model of cracking is proposed. The model is dedicated to both semi-massive RC (reinfor...
Solutions of composite beams encounter some specific problems, such as shrinkage and creep of concre...
The dimensioning of concrete structures for restraint effects caused by deformation controlled loads...
W artykule przedstawiono wyniki badań czterech elementów zespolonych. Kształtownik stalowy połączony...
Zarysowanie obiektów mostowych z betonu zbrojonego jest naturalną cechą tych konstrukcji. Wpływa ono...
In this paper some aspects of the calculation of the width of cracks in joints of steel-concrete com...
W niniejszym artykule przedstawiono zagadnienie sztywności sworzni główkowych w stropach zespolonych...
In the paper, the own test results were presented. The experimental investigation was focused at det...
The paper investigates to what extent the effect of actions and deformations of statically indetermi...
Analysis of the literature has shown that two main factors, which should be taking into consideratio...
In this study, cracking and crack control of concrete structures is explored. Main focus of this stu...
It is widely considered as almost impossible to avoid cracking of concrete in a common structure und...
The paper presents the results of experimental and theoretical investigations of the mechanisms of c...
An experimental verification of actual flexural behavior of composite steel-concrete girder bridge ...
AbstractThe common phenomena – cracks appearance on newly built reinforced concrete bridge structure...
Adetailed tie model of cracking is proposed. The model is dedicated to both semi-massive RC (reinfor...
Solutions of composite beams encounter some specific problems, such as shrinkage and creep of concre...
The dimensioning of concrete structures for restraint effects caused by deformation controlled loads...