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Seismic Evaluation Of The Us41 Northbound Bridge Over The Ohio River At Henderson, Ky, Issam E. Harik, Chelliah Madasamy, Denglin Chen, K. Vasudevan, Leonong Zhou, Kevin Sutterer, Ron Street, David L. Allen
Seismic Evaluation Of The Us41 Northbound Bridge Over The Ohio River At Henderson, Ky, Issam E. Harik, Chelliah Madasamy, Denglin Chen, K. Vasudevan, Leonong Zhou, Kevin Sutterer, Ron Street, David L. Allen
Kentucky Transportation Center Research Report
This report presents the seismic evaluation of the US41 Northbound bridge over the Ohio River connecting Evansville, Indiana and Henderson, Kentucky. The main bridge is a four-span cantilever through-truss type. The approach bridge has 8 spans on the Evansville, IN side and 35 spans on the Henderson, KY side. Although this bridge has not yet been subjected to a moderate or major earthquake, it is situated within the influence of the New Madrid and Wabash Valley Seismic Zones.
The seismic evaluation program consisted of field testing and seismic response analysis. The modal properties of the main bridge were determined through …
Seismic Evaluation Of The Us41 Southbound Bridge Over The Ohio River At Henderson, Ky, Issam E. Harik, K. Vasudevan, Chelliah Madasamy, Denglin Chen, Leonong Zhou, Kevin Sutterer, Ron Street, David L. Allen
Seismic Evaluation Of The Us41 Southbound Bridge Over The Ohio River At Henderson, Ky, Issam E. Harik, K. Vasudevan, Chelliah Madasamy, Denglin Chen, Leonong Zhou, Kevin Sutterer, Ron Street, David L. Allen
Kentucky Transportation Center Research Report
This report presents the seismic evaluation of the US41 Southbound bridge over the Ohio River connecting Evansville, Indiana and Henderson, Kentucky. The main bridge is a four-span cantilever through-truss type. The approach bridge has 9 spans on the Evansville, IN side and 20 spans on the Henderson, side. Although this bridge has not yet been subjected to a moderate or major earthquake, it is situated within the influence of the New Madrid and Wabash Valley Seismic Zones.
The seismic evaluation program consisted of field testing and seismic response analysis. The modal properties of the main bridge were determined through field …