摘要
本文建立了考虑橡胶支座变形梁体横向倾覆稳定性的计算方法 ,对标准设计中采用平板橡胶支座低高度混凝土梁横向倾覆稳定性进行了比较计算。结果表明 。
The paper introduces a calculating method of transverse overturning stability of beams concerning the deformation of neoprene bearings.Transverse overturning stabilities of low depth concrete griders using neoprene bearings are calculated and compared with standard design.The results show that the transverse overturning stability of beams is lowered by the deformation of neoprene bearing.
出处
《铁道工程学报》
EI
2000年第4期47-49,共3页
Journal of Railway Engineering Society
