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Seismic Performance Analysis of Ancient Palace-Style Timber Structure Considering Column Rocking Effect

Author(s): (School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, Shaanxi, PR China)
(School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, Shaanxi, PR China)
(School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, Shaanxi, PR China)
(School of Architecture & Civil Engineering, Liaocheng University, Liaocheng, Shandong, PR China)
(Rail Transit Design Institute, China Railway Huatie Engineering Design Group Co. Ltd, Beijing, PR China)
(School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, Shaanxi, PR China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 11, v. 28
Page(s): 1-16
DOI: 10.1080/13632469.2024.2330590
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: 10.1080/13632469.2024.2330590.
  • About this
    data sheet
  • Reference-ID
    10770830
  • Published on:
    29/04/2024
  • Last updated on:
    31/08/2024
 
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