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 18 主塔不同测点最大应变响应随台面输入地面峰值加速度的变化
Fig.18 Variation of maximum strain response at different measurement points of main tower with peak ground acceleration inputs on platform