英文翻译ABSTRACT:In this memorandum,was carried out a series of conventional and adaptive pushover analysis for reinforced concrete frame structures.To assess the reliability of these methods,the results in terms of capacity curve and drifts were compared with those of incremental dynamic analysis.
中文翻译摘要：在这个备忘录,进行了一系列的推覆
常规和钢筋混凝土框架结构的适应性.为了评估可靠性
这些方法,在能力方面的漂移曲线和结果
进行了比较与动态分析的增量