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On the formulation of geometrically nonlinear 3D-Rebar-elements using the enhanced assumed strain method

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , n. 3, v. 21
Page(s): 209-218
DOI: 10.1016/s0141-0296(97)00182-x
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/s0141-0296(97)00182-x.
  • About this
    data sheet
  • Reference-ID
    10158036
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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