?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=Shaking+table+tests+of+a+3-storey+self-centring+steel+MRF%3A+preliminary+analysis+and+design&rft.creator=Elettore%2C+Elena&rft.creator=Freddi%2C+Fabio&rft.creator=Latour%2C+Massimo&rft.creator=Pieroni%2C+Ludovica&rft.creator=Di+Benedetto%2C+Sabatino&rft.creator=Guti%C3%A9rrez-Urz%C3%BAa%2C+Fernando&rft.creator=Francavilla%2C+Antonella+B&rft.creator=Simpson%2C+Barbara+G&rft.creator=Barbosa%2C+Andr%C3%A9+R&rft.creator=Ramhormozian%2C+Shahab&rft.creator=Grant%2C+Damian&rft.creator=Rizzano%2C+Gianvittorio&rft.creator=Correia%2C+Ant%C3%B3nio+A&rft.description=Traditional+seismic+design+methods%2C+suggested+by+current+codes+and+conventionally+applied+worldwide%2C+rely+on+damage+to+building+structures+to+dissipate+the+seismic+input+energy.+This+strategy+allows+meeting+the+life+safety+requirements+but+often+results+in+post-earthquake+scenarios+where+building+structures+are+severely+damaged+with+significant+direct+and+indirect+losses+strongly+affecting+the+overall+resilience+of+communities.+To+address+this+issue%2C+nowadays%E2%80%99+earthquake+engineering+is+facing+an+extraordinarily+challenging+era+to+provide+more+widely+affordable%2C+high-seismic-performance+structures+capable+of+sustaining+the+design+earthquake+intensity+with+limited+socio-economic+losses.+To+this+end%2C+the+ERIES-SC-RESTEEL+(i.e.%2C+SelfCentring+seismic-RESilient+sTEEL+structures)+project+investigates+the+structural+response%2C+repairability%2C+resilience%2C+and+performance+recovery+of+steel+low-damage+self-centring+moment-resisting+frames%2C+including+friction+devices+and+post-tensioned+bars+with+disk+springs+at+column+bases+and+beam-to-column+joints.+A+wide+range+of+shaking+table+tests+will+be+carried+out+at+LNEC+(Laborat%C3%B3rio+Nacional+de+Engenharia+Civil)+in+Lisbon%2C+Portugal%2C+investigating+the+performance+of+a+large-scale+3D+three-storey+steel+moment-resisting+frame+with+low-damage+self-centring+joints+considering+different+properties+and+placements+of+the+self-centring+connections.+As+part+of+the+ERIES-SC-RESTEEL+project%2C+this+paper+presents+the+preliminary+numerical+work+for+the+design+of+the+experimental+tests.+Advanced+numerical+models+of+the+test+specimen+have+been+developed+in+OpenSees+to+perform+non-linear+time+history+analyses+considering+various+design+configurations%2C+ground+motion+records+and+seismic+intensities.+The+results+provide+useful+insights+for+the+design+of+shaking+table+tests+and+the+expected+experimental+outcomes.&rft.publisher=International+Association+for+Earthquake+Engineering&rft.date=2024&rft.type=Proceedings+paper&rft.language=eng&rft.source=+++++In%3A++Proceedings+of+the+18th+World+Conference+on+Earthquake+Engineering+(WCEE+2024).++++International+Association+for+Earthquake+Engineering%3A+Milan%2C+Italy.+(2024)+++++&rft.format=text&rft.identifier=https%3A%2F%2Fdiscovery.ucl.ac.uk%2Fid%2Feprint%2F10195582%2F1%2FWCEE2024_EXP1-Elettore_etal.pdf&rft.identifier=https%3A%2F%2Fdiscovery.ucl.ac.uk%2Fid%2Feprint%2F10195582%2F&rft.rights=open