摘要
采用有限元分析软件Midas/civil,建模分析了变截面预应力混凝土连续梁桥在荷载、沉降等因素影响下的弯矩、剪力包络图,并对其挠度进行了验算,为今后预应力混凝土变截面连续梁的设计、分析、研究提供了借鉴。
The paper adopts Midas/civil finite element analysis software,undertakes the modeling analysis of the bending moment and shearing envelope diagram of the variable cross-section continuous box girder beam bridge affected by the loading and settlement,and calculates its deflection,so as to provide some reference for the design,the analysis and study on the prestressed concrete variable cross-section continuous girder in future.
出处
《山西建筑》
2013年第13期179-182,共4页
Shanxi Architecture
关键词
连续梁桥
箱梁
荷载
内力
continuous beam bridge
box girder
loading
internal force