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...

Повний опис

Бібліографічні деталі
Автори: Yong-sheng Song, You-liang Ding, Han-wei Zhao, Gao-xin Wang, Ai-qun Li, Bao-ya Cao
Формат: Стаття
Мова:English
Опубліковано: SAGE Publishing 2016-12-01
Серія:Advances in Mechanical Engineering
Онлайн доступ:https://doi.org/10.1177/1687814016683316