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The effect of the floor-to-wall interaction on the rocking stiffness of segmented CLT shear-walls

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 249
Page(s): 113219
DOI: 10.1016/j.engstruct.2021.113219
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: 10.1016/j.engstruct.2021.113219.
  • About this
    data sheet
  • Reference-ID
    10636465
  • Published on:
    30/11/2021
  • Last updated on:
    30/11/2021
 
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