本文以內政部所籌備處所推廣之耐震評估方法，針對臺市市建齡15年以上之鋼混凝土校舍進行耐震評估。評估之校舍總共130棟，其中達到嘉南地區年超越率0.2%地表加速度280gal之耐震要求者有12棟，其他之118棟均低於項標準。多數校舍耐震能力偏低之主要原因為長向壁量不足，且柱構材負擔載重較大。

　　　　　The aseismic capacity of 130 RC school buildings in Tainan city area were evaluated in this investigation. The evaluation methods recommended by The Building Research Institute of Interior Department were adopted. The evaluation shows that 90% of the school buildings evaluated whose aseismc capacity is lower than that required in Cha-Nan Area. Low amount of shear walls and high axial load of columns are the two major reasons for the high percentage of school buildings not satisfy the aseismic capacity requirement.