TECHNICAL PAPERS
Aug 1, 1998

Pullback Testing of Seismically Isolated P/C I-Girder Bridge

Publication: Journal of Structural Engineering
Volume 124, Issue 8

Abstract

Dynamic testing was performed on a highly skewed, three-span, seismically isolated, prestressed concrete, slab-on-girder bridge. The pullback, quick-release method of testing was used, a first for this bridge type. Several new developments facilitated the quick-release testing. A simple new quick-release mechanism was employed with relatively low lateral test force. Also, a new method of attaching the pullback cable to the bridge was implemented. After testing, a three-dimensional finite element model of the bridge was created. An optimization program was used to refine, or calibrate, the model to match experimentally determined natural frequencies and mode shapes. This automated, systematic optimization of model parameters produced an accurate analytical representation of the bridge. Mode shapes and frequencies from the experimental and analytical investigations are presented.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 124Issue 8August 1998
Pages: 930 - 937

History

Published online: Aug 1, 1998
Published in print: Aug 1998

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Authors

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Bradley N. Robson
Struct. Engr., Palmer Engrg., 273 Shoppers Dr., Winchester, KY 40392.
Issam E. Harik, Members, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Kentucky, and Head, Struct. Section, Kentucky Trans. Ctr., Lexington, KY 40506. Corresponding author.

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