英语翻译
Adirectdisplacement-baseddesign(DBD)procedureforstructuresthatcompriseboth
framesandwallsispresentedinthispaper.Withinthenewprocedure,strengthproportions
betweenwallsandframesareassignedandareusedtoestablishthedesign
displacementprofilebeforeanyanalysishastakenplace.Knowledgeofthedisplacement
profileandrecommendationsforthecombinationofframeandwalldampingcomponents
enablesrepresentationofthestructureasanequivalentsingle-degreeoffreedom
system.TheDirectDBDprocessisthenutilisedtosettherequiredstrengthlevelwhich
isproportionedtothestructureinlinewiththeinitialstrengthassignments.Totestthe
designmethodology,twosetsof4-,8,-12-,16-and20-storeyreinforcedconcretestructures
aredesigned.Thefirstsetconsidersframe-wallstructuresinwhichtheframesare
paralleltothewallsandthesecondconsidersstructuresinwhichlink-beamsconnect
fromtheframesdirectlyontotheendsofthewalls.Asuiteoftime-historyanalysesare
conductedtovalidatethemethodology,whichisseentoperformexcellently.
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