在2024年4月3日的花蓮地震中，發生多起懸吊式匯流排系統損壞的情形，由於匯流排導體之絕緣層因震動磨損，導致系統燒焦短路，再嚴重者則可能發生火災，進而對生命安全造成威脅。為了避免匯流排系統損壞之情形，並維持建築物使用機能，本研究對於懸吊式匯流排系統進行勘災及補強研究，研究工作主要針對國內常見的低電壓裝甲型匯流排，於數值分析軟體 ( SAP2000 ) 建立合理的數值模型，並透過振動台實驗驗證數值模型之準確性，然後進行補強方法之可行研究。振動台實驗係搭配台灣實務上常見的角鋼作為補強材料設計四組不同懸吊方式之直線段匯流排試體，並將試體分為補強組及無補強組，利用振動台實驗得出之系統自振頻率與位移歷時反應驗進行分析與比較。研究之補強設計乃參考台灣習用工法以及國外規範GB與NFPA13規範配置之淨空要求，最後利用數值分析軟體分析實務上匯流排系統案例，進一步提出台南某一電子廠案例匯流排之補強建議。

During the Hualien earthquake on April 3, 2024, multiple cases of damage to suspended busway systems were reported. The insulation layers of the busway conductors were worn due to vibration, leading to burnouts and short circuits within the systems. In severe cases, this could result in fires, posing significant threats to life safety. To prevent damage to busway systems and maintain the functional operation of buildings, this study conducts a post-disaster investigation and reinforcement study of suspended busway systems. The research focuses on low-voltage armored busways commonly used in Taiwan. Numerical models were developed using the analysis software SAP2000, and their accuracy was verified through shake table experiments. Four different suspension configurations of straight busway specimens were designed, employing angle steel commonly used in Taiwan as reinforcement material. The specimens were divided into reinforced and unreinforced groups. System natural frequencies and displacement time-history responses were measured through shake table testing and analyzed for comparison. The reinforcement design referenced typical Taiwanese construction methods and international standards, including China’s GB codes and NFPA 13 clearance requirements. Finally, the validated numerical models were applied to a practical case study of a busway system in an electronics factory in Tainan, proposing specific reinforcement recommendations. The outcomes are expected to provide reference for future engineering design and seismic retrofitting practices.