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Shaking table tests of a full‐scale 10‐story reinforced‐concrete building (2015). Phase II: Seismic resisting system

Author(s): ORCID (Earthquake Disaster Mitigation CenterSeoul Institute of Technology SeoulSouth Korea)
(Earthquake Disaster Mitigation Research DivisionNational Research Institute for Earth Science and Disaster Resilience MikiJapan)
(Fujita Technology CenterFujita Corporation AtsugiJapan)
(Earthquake Disaster Mitigation Research DivisionNational Research Institute for Earth Science and Disaster Resilience MikiJapan)
(Earthquake Disaster Mitigation Research DivisionNational Research Institute for Earth Science and Disaster Resilience MikiJapan)
(Earthquake Research InstituteThe University of Tokyo TokyoJapan)
ORCID (Department of Architectural EngineeringThe University of Tokyo TokyoJapan)
(Earthquake Disaster Mitigation Research DivisionNational Research Institute for Earth Science and Disaster Resilience MikiJapan)
(Department of Urban Environmental SciencesTokyo Metropolitan University TokyoJapan)
(Building Research Institute TsukubaJapan)
(National Institute for Land and Infrastructure Management TsukubaJapan)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 6, v. 52
Page(s): 1932-1955
DOI: 10.1002/eqe.3854
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/eqe.3854.
  • About this
    data sheet
  • Reference-ID
    10708856
  • Published on:
    21/03/2023
  • Last updated on:
    20/04/2023
 
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