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Spatial rotational behaviour of intact and damaged column foot joints: numerical modelling

Author(s): (School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China)
(School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China; Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (Xi’an University of Architecture and Technology), Xi’an, China)
(Lincoln School of Architecture and the Built Environment, University of Lincoln, Lincoln, UK)
(School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China)
(School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China)
Medium: journal article
Language(s): English
Published in: Proceedings of the Institution of Civil Engineers - Engineering History and Heritage
Page(s): 1-9
DOI: 10.1680/jenhh.24.00007
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: 10.1680/jenhh.24.00007.
  • About this
    data sheet
  • Reference-ID
    10791420
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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