The natural frequencies of symmetrical double cantilever bridges are studied. Determinantal frequency equations are derived for the symmetric and the antisymmetric modes of vibration. They are solved numerically on a computer by the bisection method for the frequency parameter. The values of the frequency parameter for the first four modes are presented. Typical mode shapes are also presented
This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The...
The present thesis work studies the parametrically excited vibrations on bridge stay cables when the...
A finite element method is developed for vertical, torsional and horizontal free vibrations of suspe...
The natural frequencies of symmetrical double cantilever bridges are studied. Determinantal frequenc...
suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displacement...
The in-plane vibration of a complex cable-stayed bridge that consists of a simply-supported four-cab...
An accurate procedure to determine free vibrations of beams and plates is presented. The natural fre...
SIGLEAvailable from British Library Document Supply Centre- DSC:D66052/86 / BLDSC - British Library ...
The thesis is divided into two parts. The first part develops a method of dynamic analysis for verti...
This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The...
Non-linear coupled vertical and torsional vibrations of suspension bridges are investigated. Method ...
A three-dimensional dynamic finite element model is established for the Tsing Ma long suspension Bri...
A theoretical comparative study of methods for determining natural frequencies of vibration and thei...
This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The...
The present paper deals with the dynamic mode analysis in different situations at a bridge projected...
This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The...
The present thesis work studies the parametrically excited vibrations on bridge stay cables when the...
A finite element method is developed for vertical, torsional and horizontal free vibrations of suspe...
The natural frequencies of symmetrical double cantilever bridges are studied. Determinantal frequenc...
suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displacement...
The in-plane vibration of a complex cable-stayed bridge that consists of a simply-supported four-cab...
An accurate procedure to determine free vibrations of beams and plates is presented. The natural fre...
SIGLEAvailable from British Library Document Supply Centre- DSC:D66052/86 / BLDSC - British Library ...
The thesis is divided into two parts. The first part develops a method of dynamic analysis for verti...
This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The...
Non-linear coupled vertical and torsional vibrations of suspension bridges are investigated. Method ...
A three-dimensional dynamic finite element model is established for the Tsing Ma long suspension Bri...
A theoretical comparative study of methods for determining natural frequencies of vibration and thei...
This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The...
The present paper deals with the dynamic mode analysis in different situations at a bridge projected...
This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The...
The present thesis work studies the parametrically excited vibrations on bridge stay cables when the...
A finite element method is developed for vertical, torsional and horizontal free vibrations of suspe...
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