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...

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Autors principals: Yong-sheng Song, You-liang Ding, Han-wei Zhao, Gao-xin Wang, Ai-qun Li, Bao-ya Cao
Format: Article
Idioma:English
Publicat: SAGE Publishing 2016-12-01
Col·lecció:Advances in Mechanical Engineering
Accés en línia:https://doi.org/10.1177/1687814016683316