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Development of Fragility Models for Precast Concrete Shear Walls and Columns Connected by Grouted Sleeves

Author(s): (School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, No. 1, Zhanlanguan Road, Beijing 100044, China)
ORCID (School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, No. 1, Zhanlanguan Road, Beijing 100044, China)
(School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, No. 1, Zhanlanguan Road, Beijing 100044, China)
(School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, No. 1, Zhanlanguan Road, Beijing 100044, China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 13, v. 23
DOI: 10.1142/s021945542350147x
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: 10.1142/s021945542350147x.
  • About this
    data sheet
  • Reference-ID
    10713305
  • Published on:
    21/03/2023
  • Last updated on:
    21/08/2023
 
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