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Reducing the Flexural Stiffness Requirement for Boundary Elements in Steel Plate Shear Walls Using the Topology Optimization Method

Author(s):


Medium: journal article
Language(s): English
Published in: Iranian Journal of Science and Technology, Transactions of Civil Engineering
DOI: 10.1007/s40996-024-01534-2
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: 10.1007/s40996-024-01534-2.
  • About this
    data sheet
  • Reference-ID
    10792258
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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