摘要
本文对钢筋桁架楼承板抗剪极限承载力试验进行了改进,较好的解决了试验方法中横向钢筋的滑动问题,以及钢筋桁架楼承板中腹杆与上弦钢筋和下弦钢筋不同角度的的问题,从而使钢筋桁架楼承板抗剪极限承载力试验简单易行。
This thesis improves ultimate shear - bearing capacity testing method of steel bar truss deck, solves in a better way the sliding problem of transverse steel bar in the testing and the problem of different angles of the mid - span steel rod between the upper and lower steel bars in the steel bar truss deck, so that simplifies ultimate shear - bearing capacity testing of steel bar truss deck.
作者
郝鹏
陈红梅
李飞
Hao Peng;Chen Hongmei;Li Fei
出处
《计量与测试技术》
2018年第5期27-28,共2页
Metrology & Measurement Technique
关键词
钢筋桁架楼承板
抗剪极限承载力试验
steel bar truss deck
ultimate shear-bearing capacity testing
