摘要
阐述了用广义梁格法计算弯梁桥的径向水平荷载的原理,用结构分析程序SAP93建立的空间梁模型验证了理论的可行性和准确性,并且分析了径向水平荷载对主梁内力的影响.
This paper studies the principle of calculating radius vector load distribution of curved beam bridge by using generalized beamgrid method and the space beam model built with structure analytic program SAP93 to prove the possibility and accuracy of the theory. It also analyses the effect of radius vector load on main beam.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
1999年第3期1-6,共6页
Journal of Fuzhou University(Natural Science Edition)
关键词
广义梁格法
弯梁桥
水平荷载
横向分布
generalized beamgrid method
curved beam bridge
radius vector load