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Experimental and numerical study on the seismic behavior of high-strength steel framed-tube structures with end-plate-connected replaceable shear links

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.2020.111172.
  • About this
    data sheet
  • Reference-ID
    10430189
  • Published on:
    14/08/2020
  • Last updated on:
    14/08/2020
 
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