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A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 160
Page(s): 212-228
DOI: 10.1016/j.engstruct.2018.01.033
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.2018.01.033.
  • About this
    data sheet
  • Reference-ID
    10174151
  • Published on:
    01/12/2018
  • Last updated on:
    01/12/2018
 
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