Dynamic Amplification Factor of Continuous versus Simply Supported Bridges Due to the Action of a Moving Vehicle
Research to date on Dynamic Amplification Factors (DAFs) caused by traffic loading, mostly focused on simply supported bridges, is extended here to multiple-span continuous bridges. Emphasis is placed upon assessing the DAF of hogging bending moments, which has not been sufficiently addressed in the...
Main Authors: | Arturo González, Omar Mohammed |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-05-01
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Series: | Infrastructures |
Subjects: | |
Online Access: | http://www.mdpi.com/2412-3811/3/2/12 |
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