本文讨论了现行鉴定标准评定钢筋混凝土框架结构抗震能力的不足之处,根据结构弹塑性反应的规律、震害经验和大量试验研究的总结,提出了现有钢筋混凝土框架结构的鉴定目标和抗震鉴定的新方法,并用震害实例加以验证。文中还附有鉴定实例。 This article discusses the insufficiency of current evaluation criteria to evaluate the seismic capacity of reinforced concrete frame structures. According to the laws of structural elastoplastic response, earthquake damage experience and summarization of a large number of experimental studies, it proposes the identification objectives and seismic evaluation of existing reinforced concrete frame structures. The new method and verify it with earthquake damage examples. The text also comes with identification examples.