摘要
以黄淮学院10#教学楼工程为例,对超高大跨有梁板模板支撑体系进行ANSYS有限元动态模拟,建立正确的有限元模型,进行了梁下纵横向支撑模型分析,计算变形挠度,并与PKPM安全软件计算结果对比分析,得出结论,进而为安全施工提供双重保障。
Take Huanghuai university teaching building 10# project as an example,to the extremely high large-span beam and plank have formwork support system dynamic simulation ANSYS dynamic simulation, establish a correct finite element model,under the beam vertical and horizontal support model analysis, calculating deformation deflection, and with PKPM security software calculation results contrast analysis, get conclusion, then for safe construction to provide the double security.
出处
《四川建筑科学研究》
2013年第5期84-87,共4页
Sichuan Building Science
关键词
高架梁
支撑系统
有限元
变形
super-high beam
supporting system
ANSYS
deflection
