摘要
针对连续弯箱梁桥结构分析之横向内力计算,探讨了考虑桥梁纵向挠曲作用与弯梁扭转作用对横向内力计算的影响,并计算了厦门海沧大桥东引桥10×42m连续弯箱梁桥在预应力作用、自重恒载作用以及汽车与挂车在最不利布置时的横向内力.
To aim at the purpose of calculating the transversal internal force, one of the structural analysis of curved continuous box girder bridge, the discussion was made to consider the effect of the bending deflection and the rotational deformation of the curved girder. After that a practical calculation of the transversal internal force was made to the 10×42 mcurved continuous box girder bridge, which was the eastern approach to Haichang Bridge in Xiamen. The loads on the bridge were the prestressing force, the dead weight and the vehicles or trailers which were arranged to the unfavourable position for the transversal internal force of the calculating sections.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
1997年第S1期96-100,共5页
Journal of Fuzhou University(Natural Science Edition)
关键词
连续弯箱梁桥
横向力
实例计算
curved continuous box girder bridge
transversal internal forces
practical calculation