One of the main problems related to the design of suspension bridges is stabilisation of their initial form. The tendency of suspension bridges to deform is generally determined by the kinematical displacements of the suspension cable caused by asymmetrical loads rather than by the elastic deformations. There are some suspension bridges when the so‐called rigid (stiff in bending) cables instead of usual flexible cables are suggested for stabilisation of their initial form. The analysis methods of such suspension bridges with rigid cables are underdeveloped. For the analysis of classical suspension bridges analytical models can be applied. However, in case of concentrated forces, the numerical techniques are preferred. The article presents a...
The article determines natural frequencies of vibration and the corresponding mode shapes of a suspe...
This paper presents calculation methods, developed at Tallinn University of Technology (Idnurm 2004;...
The paper presents a summary of numerical analysis on static behaviour of suspension bridges with va...
One of the main problems related to the design of suspension bridges is stabilisation of their initi...
One of the main problems related to the design of suspension bridges is stabilisation of their initi...
Increased deformability can be considered as the basic disadvantage of suspension bridges. One of th...
AbstractThe main disadvantage of suspension bridges is their increased deformability. One of the way...
Suspension bridges are characterized by exceptional architectural expressions and excellent technica...
The article presents the results of the numerical analysis of the asymmetrical one-pylon suspension ...
Increased deformability can be considered as the basic disadvantage of suspension bridges. One of th...
Recently, two-span, or the so-called single pylon suspension bridges, due to their constructing stru...
The behavior of the two-span single lane suspension footbridge is influenced not only by the loads, ...
Suspension bridges are one of the most effective bridge structures used for large spans to overlap. ...
The basic disadvantage of suspension bridges can be considered their increased deformability. One of...
AbstractThe article dwells on a new structural solution for pedestrian steel suspension bridges. Thi...
The article determines natural frequencies of vibration and the corresponding mode shapes of a suspe...
This paper presents calculation methods, developed at Tallinn University of Technology (Idnurm 2004;...
The paper presents a summary of numerical analysis on static behaviour of suspension bridges with va...
One of the main problems related to the design of suspension bridges is stabilisation of their initi...
One of the main problems related to the design of suspension bridges is stabilisation of their initi...
Increased deformability can be considered as the basic disadvantage of suspension bridges. One of th...
AbstractThe main disadvantage of suspension bridges is their increased deformability. One of the way...
Suspension bridges are characterized by exceptional architectural expressions and excellent technica...
The article presents the results of the numerical analysis of the asymmetrical one-pylon suspension ...
Increased deformability can be considered as the basic disadvantage of suspension bridges. One of th...
Recently, two-span, or the so-called single pylon suspension bridges, due to their constructing stru...
The behavior of the two-span single lane suspension footbridge is influenced not only by the loads, ...
Suspension bridges are one of the most effective bridge structures used for large spans to overlap. ...
The basic disadvantage of suspension bridges can be considered their increased deformability. One of...
AbstractThe article dwells on a new structural solution for pedestrian steel suspension bridges. Thi...
The article determines natural frequencies of vibration and the corresponding mode shapes of a suspe...
This paper presents calculation methods, developed at Tallinn University of Technology (Idnurm 2004;...
The paper presents a summary of numerical analysis on static behaviour of suspension bridges with va...