A power spectral approach to the analysis of the dynamic response of cable stayed bridges to spatially varying excitation
The response of cable stayed bridges to spatially varying loads is introduced by considering their response to seismic excitation. After reviewing different methods of representing the ground motion and calculating the response, a power spectral method was chosen as this enabled efficient calculatio...
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University of Bristol
1994
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.238898 |