Data for three-dimensional discretization-based kinematic analyses of rotational seismic slopes reinforced with prestressed anchor cables

The results of the seismic slope safety factor under anchor cable reinforcement and the corresponding seismic response spectrum are calculated based on the modified pseudo-dynamic method, and the data are available for scholars to make reference

本数据集基于改进拟动力法（modified pseudo-dynamic method），计算得到锚索加固工况下的地震边坡安全系数及其对应的地震反应谱数据，可供相关学者参考借鉴。