The article from ESS Open Archive presents a research study on the "Stochastic Seismic Response Analysis of Soil-Fault-Tunnel Systems Using the Modified Domain Reduction Method." This technical paper introduces an advanced computational framework designed to enhance the accuracy and efficiency of assessing the seismic performance of tunnels, especially those situated near geological faults. The Modified Domain Reduction Method (MDRM) is a well-recognized finite element technique that optimizes the analysis of structures interacting with complex seismic wavefields generated by earthquake fault ruptures. Traditional methods for such analyses can be computationally intensive, as they often require modeling large geographical domains spanning several kilometers. The MDRM addresses this challenge by significantly reducing the computational domain while maintaining accuracy, making it a powerful tool for analyzing the three-dimensional seismic response of both finite and infinitely long tunnels under various seismic conditions. Credible academic sources corroborate the existence and scientific validity of the Domain Reduction Method and its modified versions in geotechnical and earthquake engineering research. The methodology is critical for understanding how uncertainties in soil and ground motion properties influence tunnel dynamics and for designing robust infrastructure. For an audience in India, this research is particularly relevant given the country's high seismic activity, especially in regions like the Himalayas where extensive tunneling for infrastructure projects is underway. Studies have highlighted the critical importance of seismic performance assessment for tunnels in the Indian Himalayas due to complex geological conditions and recent tunnel collapses. The research, therefore, contributes to developing more reliable and efficient engineering tools for ensuring the safety and resilience of underground structures in earthquake-prone areas globally, including India.