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Damage Avoidance Design Steel Beam-Column Moment Connection Using High-Force-to-Volume Dissipators

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: 10.1061/(asce)st.1943-541x.0000065.
  • About this
    data sheet
  • Reference-ID
    10135998
  • Published on:
    02/12/2018
  • Last updated on:
    02/12/2018
 
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