地震动荷载下深埋巷道压力拱高度响应规律的数值模拟研究
谢学斌,高山,过江,叶永飞

Numerical Simulation Study on the Response Law of Pressure Arch Height of Deep-buried Tunnel Under Seismic Dynamic Load
Xuebin XIE,Shan GAO,Jiang GUO,Yongfei YE
图6 汶川地震波水平向加速度时程曲线(A=0.40g,g为重力加速度)
Fig.6 Time-history curve of horizontal acceleration of Wenchuan earthquake wave(A=0.40g,g is the acceleration of gravity)