摘要
结合某弯连续刚构箱梁桥实例,利用桥梁三维预应力分析系统BridgeKF 1.0对其进行空间仿真分析,得出0号块的三向应力结果及分布规律,所得分析结果对同类桥梁0号块的设计具有重要的参考意义。
Combined with a continuous rigid-frame box-girder curved bridge,this paper studied the spatial stress distribution of No.0 sect by the bridge 3D-Prestress analysis system bridgeKF 1.0.The conclusion is important for further similar structures design with reference.
出处
《山西建筑》
2007年第33期312-314,共3页
Shanxi Architecture
关键词
弯连续刚构桥
0号块
应力
continuous rigid-frame curved bridge,No.0 sect,stress
