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Seismic Design of Concrete-Filled Circular Steel Bridge Piers

JOURNAL OF BRIDGE ENGINEERING, no. 1 (2004): 24-34

Cited: 58|Views26

Abstract

The adequacy of the existing design provisions for concrete-filled steel pipes subjected to axial forces and flexure is reviewed by comparing the strengths predicted by the CAN/CSA-S16.1-M94, AISC LRFD 1994, and the Eurocode 4 1994 codes and standards against experimental data from a number of investigators. New proposed design equations ...More

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