Thestructuraldeformationvelocityplaysasignificantroleinthedynamiccalculationofundergroundblast-resistantstructures.Themotiondifferentiatingequationofastructuresystemtakingintoaccounttheroleofdeformationvelocityofthestructurewilltruthfullydescribetheactualsituationofstructuralvibration.Withtheone-dimensionalplanewavetheory,theexpressionofloadonthestructuralperipheryisdeveloped,andthegeneralizedvariationprincipleforthedynamicanalysisofundergroundarched-barstructuresisgiven.Atthesametime,theresultsofthenumericalcalculationarecompared.
