{"title":"Supporting Materials","authors":"Youjie Li, Li Ruiyi, Yongqiang Yang, Zaijun Li","doi":"10.2514/5.9781624103803.0677.0678","DOIUrl":null,"url":null,"abstract":"SI methods 1. Convergence analysis Both the RMS average correlations (RAC) and Kullback–Leibler divergence (KLD) methods [18-19] were used to access whether the individual simulations are reasonably converged. The RAC functionality can be thought of as a pseudo-autocorrelation function for RMSD values. This essentially measures the convergence of the overall average structure at different time intervals within a single trajectory. For a given time interval or lag (τ) a straight coordinate running average over that time interval is performed over the entire trajectory [24]; each sliding averaged structure over the time interval τ is then either fit to the first averaged structure (time 0 − τ) or a reference structure specified by the user, and finally the average RMSD value of all averaged structures of length τ is calculated according to:","PeriodicalId":153301,"journal":{"name":"Composite Materials for Aircraft Structures, Third Edition","volume":"4 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2016-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Composite Materials for Aircraft Structures, Third Edition","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2514/5.9781624103803.0677.0678","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
SI methods 1. Convergence analysis Both the RMS average correlations (RAC) and Kullback–Leibler divergence (KLD) methods [18-19] were used to access whether the individual simulations are reasonably converged. The RAC functionality can be thought of as a pseudo-autocorrelation function for RMSD values. This essentially measures the convergence of the overall average structure at different time intervals within a single trajectory. For a given time interval or lag (τ) a straight coordinate running average over that time interval is performed over the entire trajectory [24]; each sliding averaged structure over the time interval τ is then either fit to the first averaged structure (time 0 − τ) or a reference structure specified by the user, and finally the average RMSD value of all averaged structures of length τ is calculated according to: