结构抗震性能评估是地震工程领域的核心课题。传统的非线性时程分析方法虽然精度较高,但计算结果严重依赖于地震动输入的选取,且需要进行大量计算方可获得统计意义上可靠的结果。增量动力分析法(IDA)虽能全面反映结构从弹性到倒塌的全过程,但其计算成本高昂,在实际工程应用中面临诸多限制。 耐震时程法(Endurance Time Method, ETM)作为一种新型的动力弹塑性分析方法,近年来受到学术界和工程
active design is not the design created by the toolkit. 2) The design or project were renamed. 3) The project was saved in another directory without copying the toolkit directory 4) LSDSO job has not