摘要
大型建筑结构大多由梁、板、壳结构构成,为了实现快速计算仿真,本文研究了大型板梁结构的高效计算方法,并应用在桥梁设计中.首先,借用通用有限元软件ABAQUS建立了一座中型斜拉桥的高效计算有限元模型,对桥梁静载荷下变形与应力情况进行了分析.然后,分析桥梁的固有频率与相应振型,并与建筑专业软件SOFISTI仿真结果作了比较,获得了非常一致的结果.
In order to realize the fast computation simulation, the high efficiency calculation method of large beam and plate structure is studied and applied in bridge design. The finite element model of a medium cable- stayed bridge was established by using the general finite element software ABAQUS, and the deformation and stress of the bridge beam static load were analyzed. Then, the natural frequencies and corresponding modes of the bridge were analyzed, and the results were compared with the simulation results of SOFISTI.
作者
张顺琦
高英山
ZHANG Shun-qi;GAO Ying-shan(School of Mechatronic Engineering and Automation,Shanghai Lniversity,Shanghai 200072,China)
出处
《吉林师范大学学报(自然科学版)》
2018年第4期75-80,共6页
Journal of Jilin Normal University:Natural Science Edition
基金
国家自然科学基金项目(11602193)
关键词
梁板结构
高效计算
桥梁仿真
beam and plate structure
efficient computation
bridge simulation