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Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology

Author(s): ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Journal of Structural Engineering (ASCE), , n. 2, v. 149
DOI: 10.1061/(asce)st.1943-541x.0003505
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.0003505.
  • About this
    data sheet
  • Reference-ID
    10694878
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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