B C L Pier / University Illinois / Entire Bridge / L Pier / C C C L Pier / mm pier / CL Pier / Imperial College / C L Pier / bridge Foundation Modeling The / L C L Pier / pier Figure / Pier No. / Environmental Engineering Department University of Illinois / /
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Web Web PL / steel box / construction site / dissipation/damping devices / hollow steel box cross sections / analytical tools / isolation devices / steel box elements / steel yield strength / steel-girder bridge / hollow steel box / transportation networks / office-designed bridge using state-ofthe-art assessment tools / steel cross frames / employed closed steel cross sections / steel girders / Conventional steel / stainless steel sliding surface / energy dissipation approach / energy / steel / /
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University of Illinois / National Science Foundation / Mid-America Earthquake Center / Federal Highway Administration / Imperial College / Translational / /
Assessment of Seismic Integrity of Multi-Span Curved Bridges in Mid-America Part I: Implications of Design Assumptions on Capacity Estimates and Limit States of Multi-Span Curved Bridges