The global response of underground structures subjected to ground shock is investigated theoretically, experimentally and numerically. Non-zero rise time of ground shock is taken into account in the theoretical prediction. A scale model field test is conducted to examine the prediction accuracy, suggesting that the conventional method without ground shock rise time may result in over-design, while the present approach with rise time more reasonably predicts the global acceleration response which is the excitation to the affiliated devices inside the structure. Subsequently, shock response spectra of inside devices with mounting are established to evaluate the shock environment within the underground structure. Numerical simulation further complements the study. With combined approach, the key factors influencing the global response and in-structure shock of underground structures are discussed in detail, whose findings facilitate more reasonable design of underground structures in terms of shock environment assessment and mitigation.

从理论，实验和数值上研究了地下结构在受到地面冲击时的整体响应。理论预测中考虑了地震动的非零上升时间。进行了比例模型现场测试以检验预测的准确性，这表明没有地震动上升时间的常规方法可能会导致过度设计，而具有上升时间的本方法更合理地预测了整体加速度响应，这是对加速度的激发。结构内部的附属设备。随后，建立带有安装装置的内部设备的冲击响应谱，以评估地下结构内的冲击环境。数值模拟进一步补充了该研究。结合方法