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On the quantification of local deformation demands and adequacy of linear analysis procedures for the seismic assessment of existing steel buildings to EC8-3

Crossref DOI link: https://doi.org/10.1007/s10518-016-9897-4

Published Online: 2016-03-09

Published Print: 2016-06

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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