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What is Bridge Dynamic Analysis: AASHTO vs FIB about?

This paper models and analyzes the dynamic behavior of two bridges with different girder designs: one with six AASHTO Type III girders and one with four Florida I-Beam (FIB) girders. Finite element analysis is used to determine the dynamic properties and responses of the bridges under modal and time history analyses. Results show that while the FIB bridge has fewer girders, it experiences less deflection than the AASHTO bridge, confirming the effectiveness of FIB girders.

Author

Juan Carlos Quispe Chara

Language

EN