摘要
对桩基受力进行了简要的力学分析,以工程常用的桩柱数据建立了有限元模型,分析了地系梁设置对屈曲解的贡献,同时分析了柱间系梁不同位置的设置对屈曲解的影响,为今后桩柱式墩设计关于系梁的设置提供了依据和指导。
This paper had a brief mechanical analysis of the pile foundation. Using the common pile-column data in the engineering, it established the finite element model and analyzed the contribution of tied-beam setting on the buckling solutions. At the same time, it also analyzed the influence of different tied-beam locations setting between columns on the buckling solutions, which provided the basis and guidance for tied-beam setting of the pile-column pier design in the future.
出处
《山西交通科技》
2014年第5期57-59,共3页
Shanxi Science & Technology of Transportation
关键词
有限元
桩柱式墩
稳定性
系梁设置
finite element
pile-column pier
stability
tied-beam setting
