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Two-Scale Probabilistic Seismic Fragility Assessment for a Prestressed Concrete-Steel Hybrid Wind Turbine Tower with Incremental Dynamic and Multiple Stripe Analysis

Author(s): (College of Civil Engineering, Hunan University, Changsha, China)
(College of Civil Engineering, Huaqiao University, Xiamen, China)
(College of Civil Engineering, Huaqiao University, Xiamen, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 14, v. 28
Page(s): 1-22
DOI: 10.1080/13632469.2024.2361770
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: 10.1080/13632469.2024.2361770.
  • About this
    data sheet
  • Reference-ID
    10785209
  • Published on:
    20/06/2024
  • Last updated on:
    10/11/2024
 
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