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Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity

Author(s): ORCID (School of Engineering, University of Basilicata, Potenza, Italy)
ORCID (School of Engineering, University of Basilicata, Potenza, Italy)
ORCID (School of Engineering, University of Basilicata, Potenza, Italy)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 12, v. 28
Page(s): 1-15
DOI: 10.1080/13632469.2024.2337141
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: 10.1080/13632469.2024.2337141.
  • About this
    data sheet
  • Reference-ID
    10770832
  • Published on:
    29/04/2024
  • Last updated on:
    31/08/2024
 
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