This thesis discusses the possibility of constructing a suspension bridge crossing the Sognefjord in light of the aeroelastic stability. A preliminary design has been carried out and a finite element model created in order to extract natural frequencies and mode shapes. The stability limit has been assessed by the use of a multimodal approach and a simplified solution using well-known flutter equations. The multimodal eigenvalue solution shows that the shape-wise similarity is a clear indicator of which modes contributing most to the stability limit, when the governing instability is multimodal flutter. Multimodal effects have also shown to have both a stabilizing and destabilizing effect, and are related to the shape-wise similarity. In th...
Long-span cable supported bridges are prone to aerodynamic instabilities caused by wind and this phe...
A simplified approach able to determine in closed-form the critical speed of the wind flow acting on...
This thesis discusses wind-induced dynamic response of slender cable-supported bridges. The focus ha...
The design and construction of the new coastal highway E39 along the west coast of Norway involves g...
This thesis is a feasibility study, with regards to aerodynamic stability, about the possibility of ...
A MATLAB script for making customized finite element models of suspension bridges is created. The ma...
The present work is a study of the aeroelastic stability limit of the Hålogaland Bridge. The state-o...
Master's thesis in Structural engineeringThe main purpose of this assignment has been to obtain and ...
In recent years large span suspension bridges with very thin and slender profiles have been built wi...
We investigate the effects of steady aerodynamic loads on stability and natural frequencies of long-...
Abstract: Due to the reduced separation between vertical and torsional natural modes, bridges with c...
Abstract. It is well known that long span suspension bridges are wind prone structures. For decades ...
The potential occurrence of internal parametric resonance phenomena has been recently indicated as a...
The aerodynamic instability of suspension bridges with a rectangular, a trapezoidal and a hexagonal ...
The thesis is focused on a solution of self-induced oscillations and instabilities of slender beams ...
Long-span cable supported bridges are prone to aerodynamic instabilities caused by wind and this phe...
A simplified approach able to determine in closed-form the critical speed of the wind flow acting on...
This thesis discusses wind-induced dynamic response of slender cable-supported bridges. The focus ha...
The design and construction of the new coastal highway E39 along the west coast of Norway involves g...
This thesis is a feasibility study, with regards to aerodynamic stability, about the possibility of ...
A MATLAB script for making customized finite element models of suspension bridges is created. The ma...
The present work is a study of the aeroelastic stability limit of the Hålogaland Bridge. The state-o...
Master's thesis in Structural engineeringThe main purpose of this assignment has been to obtain and ...
In recent years large span suspension bridges with very thin and slender profiles have been built wi...
We investigate the effects of steady aerodynamic loads on stability and natural frequencies of long-...
Abstract: Due to the reduced separation between vertical and torsional natural modes, bridges with c...
Abstract. It is well known that long span suspension bridges are wind prone structures. For decades ...
The potential occurrence of internal parametric resonance phenomena has been recently indicated as a...
The aerodynamic instability of suspension bridges with a rectangular, a trapezoidal and a hexagonal ...
The thesis is focused on a solution of self-induced oscillations and instabilities of slender beams ...
Long-span cable supported bridges are prone to aerodynamic instabilities caused by wind and this phe...
A simplified approach able to determine in closed-form the critical speed of the wind flow acting on...
This thesis discusses wind-induced dynamic response of slender cable-supported bridges. The focus ha...