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- W569952626 abstract "A damping-enhanced strengthening methodology can be implemented by integrating viscoelastic damping into a fiber reinforced polymer jacket for normalized performance objectives under various earthquakes. This methodology was applied to the Old St. Francis Bridge near the New Madrid Seismic Zone. A damping layer was represented by a series of discrete and complex springs in the finite element model of bridge columns. Numerical results indicated that a damping layer of 2.38 mm can effectively reduce the accelerations and displacements of the bridge. For the same amount of damping materials, retrofitting one end of the columns is more efficient than retrofitting both ends. The damping component ensures the operational level under moderate earthquakes and the strengthening component ensures the safety level under strong earthquakes. Together, they meet the multiple performance objectives under earthquakes of various intensities and can lead to an optimum performance design of the bridge." @default.
- W569952626 created "2016-06-24" @default.
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- W569952626 date "2008-01-01" @default.
- W569952626 modified "2023-09-24" @default.
- W569952626 title "Damping-enhanced Strengthening: A Unique Way to Normalize the Seismic Performance of RC Bridges for Multiple Objectives" @default.
- W569952626 hasPublicationYear "2008" @default.
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