摘要
探讨了结合梁剪力连接件在复杂受力情况下的非线性分析模式与分析方法 ,计算结果与剪拔试验模型实测结果吻合良好 .在此基础上 ,计算了广州内环中山一路结合梁剪力连接件的受力行为 ,为设计单位提供了设计参数 .
In this paper, the analysis model and method of shear connector under shear_uplifting condition are investigated, and the calculated results are good identical with test results. Based on these, the shear connector's working behavior of composite beam bridge in Zhongshan No.1 Road is calculated, and the design parameters of this bridge are proposed.
出处
《广州大学学报（自然科学版）》
CAS
2002年第1期80-84,共5页
Journal of Guangzhou University:Natural Science Edition
