The design of integral bridges brings some specific problems, especially the problem of soil-stru... more The design of integral bridges brings some specific problems, especially the problem of soil-structure interaction. This paper describes an original method to deal with this issue. Soil-structure interaction is simulated by soil springs introduced into a static model of the integral bridge. The method provides general formulas to calculate the stiffness of the springs as modules of subgrade reaction. The described method is specifically tuned for applicability in civil engineering practice.
This paper describes a method useful as a design tool for the practical planning of integral brid... more This paper describes a method useful as a design tool for the practical planning of integral bridges. The application of integral bridge brings some specific problems, especially the interaction between the superstructure, the substructure and the surrounding soil. One of the main problems of the practical design is to take into account the influence of the surrounding soil in a proper way. The paper suggests the original way solving this practical engineering problem. The developed method gives a design tool to simulate the soil-structure interaction using elastic supports introduced into the static system of the integral bridge and how to determine stiffness of these supports.
The design of integral bridges brings some specific problems, especially the problem of soil-stru... more The design of integral bridges brings some specific problems, especially the problem of soil-structure interaction. This paper describes an original method to deal with this issue. Soil-structure interaction is simulated by soil springs introduced into a static model of the integral bridge. The method provides general formulas to calculate the stiffness of the springs as modules of subgrade reaction. The described method is specifically tuned for applicability in civil engineering practice.
IABSE Symposium, Venice 2010: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, 2010
This paper describes a method useful as a design tool for the practical planning of integral brid... more This paper describes a method useful as a design tool for the practical planning of integral bridges. The application of integral bridge brings some specific problems, especially the interaction between the superstructure, the substructure and the surrounding soil. One of the main problems of the practical design is to take into account the influence of the surrounding soil in a proper way. The paper suggests the original way solving this practical engineering problem. The developed method gives a design tool to simulate the soil-structure interaction using elastic supports introduced into the static system of the integral bridge and how to determine stiffness of these supports.
The design of integral bridges brings some specific problems, especially the problem of soil-stru... more The design of integral bridges brings some specific problems, especially the problem of soil-structure interaction. This paper describes an original method to deal with this issue. Soil-structure interaction is simulated by soil springs introduced into a static model of the integral bridge. The method provides general formulas to calculate the stiffness of the springs as modules of subgrade reaction. The described method is specifically tuned for applicability in civil engineering practice.
This paper describes a method useful as a design tool for the practical planning of integral brid... more This paper describes a method useful as a design tool for the practical planning of integral bridges. The application of integral bridge brings some specific problems, especially the interaction between the superstructure, the substructure and the surrounding soil. One of the main problems of the practical design is to take into account the influence of the surrounding soil in a proper way. The paper suggests the original way solving this practical engineering problem. The developed method gives a design tool to simulate the soil-structure interaction using elastic supports introduced into the static system of the integral bridge and how to determine stiffness of these supports.
The design of integral bridges brings some specific problems, especially the problem of soil-stru... more The design of integral bridges brings some specific problems, especially the problem of soil-structure interaction. This paper describes an original method to deal with this issue. Soil-structure interaction is simulated by soil springs introduced into a static model of the integral bridge. The method provides general formulas to calculate the stiffness of the springs as modules of subgrade reaction. The described method is specifically tuned for applicability in civil engineering practice.
IABSE Symposium, Venice 2010: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, 2010
This paper describes a method useful as a design tool for the practical planning of integral brid... more This paper describes a method useful as a design tool for the practical planning of integral bridges. The application of integral bridge brings some specific problems, especially the interaction between the superstructure, the substructure and the surrounding soil. One of the main problems of the practical design is to take into account the influence of the surrounding soil in a proper way. The paper suggests the original way solving this practical engineering problem. The developed method gives a design tool to simulate the soil-structure interaction using elastic supports introduced into the static system of the integral bridge and how to determine stiffness of these supports.
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Papers by Jaromir Krizek