摘要
复合墙结构是轨交地下车站中最常用的结构形式之一,本文根据复合墙地下车站平面结构受力特点,对其采用的计算模型和荷载工况进行了分析和研究,并结合工程实例进行了具体分析,旨在使此类结构设计分析更趋合理、可靠。
Composite wall is one of the most commonly used structural forms in rail transit underground stations. Based on force characteristics of plane structure of underground station with composite wall,analysis is made to its calculation model and load cases with actual engineering projects,aiming to make the design of such structure more reasonable and reliable.
出处
《地下工程与隧道》
2012年第4期13-15,57,共3页
Underground Engineering and Tunnels