The calculation of the initial rotational stiffness of bridge connection is immensely important element of calculations. Generally, railway bridges are more than 60 years old. These bridges are still burdened by train traffic. The diagnostic of bridges is necessary to safety functioning. The connections are critical point. Their correct calculation is essential for the administration to determine their service life and load capacity. It is the initial rotational stiffness that allows the connections to be modelled so that they capture reality as much as possible. Unfortunately, the procedure in the Eurocode is not clear. The calculation is defined only for building, not horizontal structures such as bridges
The main purpose of this thesis is to study the possibility to perform dynamic analyses of multiple ...
The majority of multistory steel framed buildings in the UK are designed such that the connections b...
Preservation of historical structures often includes evaluation of timber roof trusses. According to...
The universal hinge support (UHS) is a new connection system for the tower and pier of a single-towe...
Chajes, Michael J.Shenton, Harry W., IIIAs the age of bridges worldwide increase, and their structur...
In the conventional structural analysis of frames, it is assumed that beam-to-column connections beh...
The paper deals with the real behaviour of the riveted steel railway bridge deck members’ connection...
AbstractRotation construction of a bridge is an effective construction method, when a bridge across ...
The benefits of the additional measurement of rotational degrees of free-dom on the performance of t...
Connections in steel moment frames are idealized in full pinned and full rigid conditions. Because w...
Using classical formulation of stiffness method, impact of semi-rigid connections on the stresses an...
The approach to assessment of rotational restraint of stringer-to-crossbeam connection in a deck of ...
The research subject is the rotational stiffness of the modular building metal frame nodal connectio...
There are functional movable bridges in The Netherlands dating since the 1950s. If these bridges wer...
Structural bearings are connections between the substructure and superstructure of the bridge and ma...
The main purpose of this thesis is to study the possibility to perform dynamic analyses of multiple ...
The majority of multistory steel framed buildings in the UK are designed such that the connections b...
Preservation of historical structures often includes evaluation of timber roof trusses. According to...
The universal hinge support (UHS) is a new connection system for the tower and pier of a single-towe...
Chajes, Michael J.Shenton, Harry W., IIIAs the age of bridges worldwide increase, and their structur...
In the conventional structural analysis of frames, it is assumed that beam-to-column connections beh...
The paper deals with the real behaviour of the riveted steel railway bridge deck members’ connection...
AbstractRotation construction of a bridge is an effective construction method, when a bridge across ...
The benefits of the additional measurement of rotational degrees of free-dom on the performance of t...
Connections in steel moment frames are idealized in full pinned and full rigid conditions. Because w...
Using classical formulation of stiffness method, impact of semi-rigid connections on the stresses an...
The approach to assessment of rotational restraint of stringer-to-crossbeam connection in a deck of ...
The research subject is the rotational stiffness of the modular building metal frame nodal connectio...
There are functional movable bridges in The Netherlands dating since the 1950s. If these bridges wer...
Structural bearings are connections between the substructure and superstructure of the bridge and ma...
The main purpose of this thesis is to study the possibility to perform dynamic analyses of multiple ...
The majority of multistory steel framed buildings in the UK are designed such that the connections b...
Preservation of historical structures often includes evaluation of timber roof trusses. According to...