多塔悬索桥全竖向摩擦板式抗滑方案

戴显荣,王路,王昌将,王晓阳,沈锐利

Anti-slip scheme of full-vertical friction plate for multi-pylon suspension bridge

Xian-rong DAI,Lu WANG,Chang-jiang WANG,Xiao-yang WANG,Rui-li SHEN

表 3 3种抗滑方案的计算结果

Tab.3 Calculation results of three anti-slip schemes

方案 nv μ K 首滑 终滑 首滑 终滑 C1 14 0.179 0.422 1.20 2.83 C2 10 0.150 0.330 1.01 2.22 C3 6 0.150 0.283 1.01 1.90