The buffeting theory [1,2] refers to the computation of the response of a structure to wind turbulence. Here, the structure is a suspension bridge, modeled using the theory of continuous beam [3]. The frequency domain approach is used. I did not introduce modal coupling to keep the model as simple as possible. The present script computes the lateral, vertical and torsional response. A multi-modes approach is used. This script is designed for those who already have some knowledge in the field of random vibration analysis and wind loading on structures.

eigenBridge.m
Example_1.m
Example_2.m
license.txt
LysefjordBridge.m
windData.mat
html\Example_1.html
....\Example_1.png
....\Example_1_01.png
....\Example_1_02.png
....\Example_1_03.png
....\Example_1_04.png
....\Example_1_05.png
....\Example_1_06.png
....\Example_1_07.png
....\Example_1_08.png
....\Example_2.html
....\Example_2.png
....\Example_2_01.png
....\Example_2_02.png
....\Example_2_03.png
....\Example_2_04.png
....\Thumbs.db
bridgeData.mat
bridgeData_gen.m
DynamicDispl.mat
dynaRespFD.m

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