摘要
针对既有线上双片式并置无横向联结的低高度铁路钢筋混凝土梁,论述了桥梁在列车提速后产生的横向刚度不足等问题,提出了加固方案和相应的关键技术,以满足铁路提速运营后的安全性和舒适度要求。
With the dual low-height reinforced concrete girders without cross ties of the existing railways taken into account, the paper deals with the insufficiency of the transverse rigidity of the bridges after trains being accelerated,on the basis of which it suggests a few strengthening plans and key corresponding techniques so as to enable our railways to meet the requirements of safety and comfort in post-acceleration.
出处
《国防交通工程与技术》
2003年第3期36-38,共3页
Traffic Engineering and Technology for National Defence