Document is current

Any future updates will be listed below

Damage assessment by stiffness identification for a full-scale three-story steel moment resisting frame building subjected to a sequence of earthquake excitations

Crossref DOI link: https://doi.org/10.1007/s10518-017-0190-y

Published Online: 2017-07-17

Published Print: 2017-12

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

About CrossMark