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Quantification of floor seismic response: Formulated PFA for non-classically damped structure and empirical PFV for elasto-plastic structure

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.soildyn.2024.108638.
  • About this
    data sheet
  • Reference-ID
    10773192
  • Published on:
    26/04/2024
  • Last updated on:
    26/04/2024
 
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