Prefabricated underground stations (PUSs) have been gradually applied as a new approach to urban low-carbon development; however, safe service for the city over the entire PUS life cycle remains a crucial issue. This study therefore investigates the resilience of PUSs with a large-span roof structure in multi-hazard urban environments. A joint vulnerability function is established to represent the PUS physical resilience, and a restorability function is established to represent the local community resilience. The physical resilience and community resilience are integrated to construct a PUS resilience assessment framework (PUS-RAF). The results indicates that: (1) the vulnerability function, experiment and FEA jointly present the PUS assembled joints' contact failure mode; (2) multi-hazard resilience assessment reveals the inherent sensitivity of PUS schemes (3) PUS-RAF predicts a joint scheme highly inclusive of multi-hazard factor; (4) the final PUS scheme accommodates the engineering and community. The PUS-RAF thus provides a practical assessment tool and application value for PUS resilience in multi-hazard environment.

装配式地铁站（PUS）逐渐成为城市低碳发展的新途径；然而，在整个 PUS 生命周期内为城市提供安全服务仍然是一个关键问题。因此，本研究调查了具有大跨度屋顶结构的 PUS 在多灾种城市环境中的弹性。建立联合脆弱性函数来表示 PUS 的物理弹性，并建立可恢复性函数来表示当地社区的弹性。综合身体复原力和社区复原力，构建 PUS 复原力评估框架（PUS-RAF）。结果表明：（1）脆弱性函数、实验和有限元分析共同呈现了PUS组装接头的接触失效模式；(2) 多灾种弹性评估揭示了 PUS 方案的内在敏感性 (3) PUS-RAF 预测了一个高度包容多灾种因素的联合方案；(4) 最终的 PUS 方案适应工程和社区。因此，PUS-RAF 为 PUS 在多灾种环境中的弹性提供了实用的评估工具和应用价值。