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Seismic assessment and fragility analysis of traditional Chinese timber frame building considering degraded connections

Author(s): ORCID (School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, P.R. China)
(School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, P.R. China)
(School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, P.R. China)
(School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, P.R. China)
(School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, P.R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Architectural Heritage, , n. 4, v. 17
Page(s): 1-20
DOI: 10.1080/15583058.2021.1949507
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: 10.1080/15583058.2021.1949507.
  • About this
    data sheet
  • Reference-ID
    10624735
  • Published on:
    26/08/2021
  • Last updated on:
    21/03/2023
 
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