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A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores

Author(s): ORCID (Department of Structural Engineering, Science and Research Branch Islamic Azad University Tehran Iran)
ORCID (Department of Structural Engineering AlphaPlex Consulting Ltd. Langley British Columbia Canada)
(Department of Process Engineering Amirkabir University of Technology Tehran Iran)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 17, v. 30
DOI: 10.1002/tal.1891
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/tal.1891.
  • About this
    data sheet
  • Reference-ID
    10627768
  • Published on:
    05/09/2021
  • Last updated on:
    29/11/2021
 
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