摘要
通过对4个粘钢板加固钢筋混凝土框架梁在低周反复荷载作用下的试验研究,分析了粘钢加固梁的受力性能,初步提出了加固框架梁的抗剪承载力计算公式和对现行施工方法的改进建议。
THe tests of four specimens of frame beams with adhered steel sheet have been carried out under reversed cyclic loading. The formulas for calculating shear capacity of frame beam and the improved method are proposed.
出处
《青岛大学学报(工程技术版)》
EI
CAS
1998年第1期83-87,共5页
Journal of Qingdao University(Engineering & Technology Edition)