大流量斜拉压力输水管桥振动台模型试验研究
周敉,冯昭,张鹏利,秦伟

Shaking table model test of cable-stayed bridge with large flow water pressure pipeline
Mi ZHOU,Zhao FENG,Pengli ZHANG,Wei QIN
图 22 塔底侧面混凝土应变时程曲线(PGA=0.6g)
Fig.22 Strain time history curve of concrete on side of tower bottom (PGA=0.6g)