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Repairing Distortion-Induced Fatigue Cracks in Steel Bridge Girders Using Angles-with-Plate Retrofit Technique. II: Computer Simulations

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.0000874.
  • About this
    data sheet
  • Reference-ID
    10103081
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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