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A MATLAB Toolbox for Experimental and Operational Modal Analysis

Example: Steel transmitter mast

In the design process of a steel transmitter mast, the damping ratios of the lower modes are important factors. Dynamic wind load is the main loading condition of such a mast. To prevent malfunctioning of the antennae, the rotation at the top has to be limited. A vibration experiment was performed on a steel transmitter mast in order to determine these damping ratios. The mast is located in Antwerp, Belgium and is part of a cellular phone network. Since it is impossible to measure the true dynamic wind load acting on the structure, only response measurements were recorded and the mast constitutes an excellent real-life example to validate output-only system identification methods.

Pictures

Mast with antennae
Mast with antennae

Triangular cross section
Triangular cross section

Cabling
Cabling

Connecting sensors
Connecting sensors

 

Processing data

Time data (top) and power spectrum (bottom)


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Identification results

Seventien modes were identified from the measurement data. Two of them are shown below.

Mode 3
Mode 3

Mode 7
Mode 7


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