摘要
针对整体式现浇空心板梁计算方法进行了研究,结合算例使用简化计算方法对结构内力和位移分布规律进行了分析,并将计算结果与实体单元模型进行对比,验证了简化计算方法的可靠性。
In this paper,the calculation method of integral cast-in-place hollow slab beam is studied.Combined with the calculation example,the simplified calculation method is used to analyze the distribution law of internal force and displacement of the structure,and the calculation results are compared with the entity element model to verify the reliability of the simplified calculation method.
作者
李志伟
刘超
LI Zhiwei;LIU Chao(Shandong Hi-Speed Engineering Testing Co.,Ltd.,Shandong Jinan 250002 China)
关键词
桥梁工程
有限元计算
刚接梁格法
整体式现浇空心板梁
bridge engineering
finite element calculation
rigid connection grillage method
integral cast-in-place hollow slab beam
