Transient response and resistant management of underground structures subjected to induced seismicity load

Key Points

• Transient response to induced seismicity poses challenges for underground structures, requiring effective management strategies.
• Significant stress variation of up to 35% was observed in tested structures during seismic activity.
• Load analysis of underground structures under induced seismicity was conducted using real-time monitoring techniques.
• This study highlights the need for enhanced resistance management for underground structures subjected to seismic loads.