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Incorporation of full-scale testing and nonlinear connection analyses into the seismic upgrade of a 15-story steel moment frame building

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: 10.1002/tal.707.
  • About this
    data sheet
  • Reference-ID
    10080714
  • Published on:
    09/10/2018
  • Last updated on:
    18/10/2018
 
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