摘要
根据一座单箱三室连续-刚构组合桥梁,考虑桩-土相互作用分别建立了变截面三维梁单元和三维实体、板壳单元组合两种有限元模型,分析了桥梁在均布荷载和集中荷载作用下的剪力滞效应,并讨论了两种计算模型对动力特性的影响.结果表明,在均布荷载与集中荷载作用下箱梁的剪力滞效应明显不同,对于地震时程反应分析而言,采用变截面三维梁单元模型计算效率较高.所得的分析结果对指导这类桥梁的设计具有重要的工程实用价值.图7,表2,参8.
According the continuous rigid-frame box girder bridge with single box three rooms, two models were create which considered the interaction between pile and soil. One is taper section 3D beam element model, the other is 3D compounding model with solid element and shell element. The shear-lag effects were mainly analyzed under surface load and focus load, and the different was dissnssed that impact to dynamic analysis of these two models. The result shows that, under static loading, the shear effects of boxing beam is notable, and the taper section 3D beam element model which considered the interaction between pile and soil has higher precision and efficiency. 7figs., 2tabs., 8refs.
出处
《湖南科技大学学报（自然科学版）》
CAS
北大核心
2006年第3期57-60,共4页
Journal of Hunan University of Science And Technology：Natural Science Edition
关键词
连续-刚构桥
剪力滞效应
有限元法
动力特性
continuous rigid-frame box girder bridge
shear-lag effects
finite element method
natural vibration frequency
