摘要
采用Midas/civil有限元软件,对某高速公路主跨330 m双塔斜拉桥进行了计算分析。基于最小弯曲能法确定了该桥合理成桥状态,并根据无应力索长进行了施工过程正装分析,最后,依据现行规范,对该桥进行了应力、挠度、动力特性和稳定性验算,计算结果可为相关研究提供参考。
MIDAS/civil finite element software is used to calculate and analyze a 330-m double-pylon cable-stayed bridge of an expressway.Based on the minimum bending energy method,the reasonable completion state of the bridge is determined.Based on the unstressed cable length,the normal installation analysis of the construction process is carried out.Finally,according to the current specifications,the stress,deflection,dynamic characteristics and stability of the bridge are checked and calculated.The calculation results can provide reference for related studies.
作者
杨芬
张华
YANG Fen;ZHANG Hua
出处
《城市道桥与防洪》
2021年第6期98-100,M0010,共4页
Urban Roads Bridges & Flood Control
关键词
有限元
双塔斜拉桥
合理成桥状态
验算
finite element
double-pylon cable-stayed bridge
reasonable completion state of bridge
checking calculation