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Design rules for timber log reciprocal floors, based on mass optimization under stiffness constraint

Author(s): ORCID (Civil and Environmental Engineering, Louvain School of Engineering, Université Catholique de Louvain, Louvain-la-Neuve, Belgium)
(Civil and Environmental Engineering, Louvain School of Engineering, Université Catholique de Louvain, Louvain-la-Neuve, Belgium)
(BESIX Group, Brussels, Belgium)
Medium: journal article
Language(s): English
Published in: International Journal of Space Structures, , n. 3, v. 36
Page(s): 095605992110416
DOI: 10.1177/09560599211041699
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: 10.1177/09560599211041699.
  • About this
    data sheet
  • Reference-ID
    10631957
  • Published on:
    01/10/2021
  • Last updated on:
    29/11/2021
 
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