Time-dependent Behaviour Analysis of Long-span Concrete Arch Bridge
This paper continues the previous study on clarifying the time-dependent behaviour of Beipanjiang Bridge ‒ a reinforced concrete arch bridge with concrete-filled steel tubular stiffened skeleton. The obtained prediction models and the Finite Element Models were used to simulate the long-term behavio...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
RTU Press
2019-06-01
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Series: | The Baltic Journal of Road and Bridge Engineering |
Subjects: | |
Online Access: | https://bjrbe-journals.rtu.lv/article/view/2928 |