摘要
通过ANSYS模型对蜂窝梁的整体稳定承载力进行分析,依据当量实腹梁、原型梁稳定公式,通过引入系数考虑其截面跨高比与腹板开洞对稳定承载力的影响。
It was analysed the integral stability bearing capacity of cellular beam by ANSYS model.According to the stable formulas of equivalent solid web beam and prototype beam,the effect of the sectional height-span ratio and web perforation on stability bearing capacity was also studied by considering the coefficients and influencing factors of integral stability of cellular beam.
出处
《工业建筑》
CSCD
北大核心
2013年第S1期387-388,382,共3页
Industrial Construction
关键词
蜂窝梁
稳定性
跨高比
承载力
castellated beam
stability
height-span ratio
carrying capacity
