Structural behavior analysis of a continuous steel truss arch railway bridge integrating monitoring data
Using theoretical modeling combined with monitoring data, the typical dynamic and static behaviors of a continuous steel truss arch railway bridge are evaluated. The dynamic behavior involves an impact factor induced by the action of running trains, and the static behavior refers to axial bending pe...
| Hlavní autoři: | , , , , , |
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| Médium: | Článek |
| Jazyk: | English |
| Vydáno: |
SAGE Publishing
2016-12-01
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| Edice: | Advances in Mechanical Engineering |
| On-line přístup: | https://doi.org/10.1177/1687814016683316 |