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...
| Príomhchruthaitheoirí: | , , , |
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| Formáid: | Alt |
| Teanga: | English |
| Foilsithe / Cruthaithe: |
Riga Technical University Press
2019-06-01
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| Sraith: | The Baltic Journal of Road and Bridge Engineering |
| Ábhair: | |
| Rochtain ar líne: | https://bjrbe-journals.rtu.lv/article/view/2928 |