论文部分内容阅读
通过５个钢筋混凝土连梁模型的伪静力试验,初步考察了香港地区未考虑抗震设防的现役钢筋混凝土连梁的抗震性能,讨论了不同设计参数对连梁抗震性能的影响,并与国外其他学者的试验结果进行了比较。
Through the pseudo-static tests of five reinforced concrete beam models, the seismic performance of existing reinforced concrete beams not considering seismic fortification in Hong Kong was investigated. The influence of different design parameters on the seismic performance of the beam was discussed. Scholars’ experimental results were compared.