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...

תיאור מלא

מידע ביבליוגרפי
Main Authors: Yong-sheng Song, You-liang Ding, Han-wei Zhao, Gao-xin Wang, Ai-qun Li, Bao-ya Cao
פורמט: Article
שפה:English
יצא לאור: SAGE Publishing 2016-12-01
סדרה:Advances in Mechanical Engineering
גישה מקוונת:https://doi.org/10.1177/1687814016683316