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...

詳細記述

書誌詳細
主要な著者: Yong-sheng Song, You-liang Ding, Han-wei Zhao, Gao-xin Wang, Ai-qun Li, Bao-ya Cao
フォーマット: 論文
言語:English
出版事項: SAGE Publishing 2016-12-01
シリーズ:Advances in Mechanical Engineering
オンライン・アクセス:https://doi.org/10.1177/1687814016683316