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Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis

Author(s): ORCID (School of Civil Engineering and Architecture Xi'an University of Technology Xi'an Shaanxi China)
ORCID (School of Civil Engineering and Architecture Xi'an University of Technology Xi'an Shaanxi China)
ORCID (School of Civil Engineering and Architecture Xi'an University of Technology Xi'an Shaanxi China)
(School of Civil Engineering and Architecture Xi'an University of Technology Xi'an Shaanxi China)
(School of Civil Engineering and Architecture Xi'an University of Technology Xi'an Shaanxi China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings
DOI: 10.1002/tal.2195
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: 10.1002/tal.2195.
  • About this
    data sheet
  • Reference-ID
    10801854
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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