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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριοι συγγραφείς: Yong-sheng Song, You-liang Ding, Han-wei Zhao, Gao-xin Wang, Ai-qun Li, Bao-ya Cao
Μορφή: Άρθρο
Γλώσσα:English
Έκδοση: SAGE Publishing 2016-12-01
Σειρά:Advances in Mechanical Engineering
Διαθέσιμο Online:https://doi.org/10.1177/1687814016683316