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A Practical Longitudinal Buckling Analysis Method of Spatial Diamond-Shaped Pylon Cable-Stayed Bridge

Author(s): ORCID (School of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, P. R. China)
(School of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, P. R. China)
(East China Branch of China Railway Major Bridge, Reconnaissance & Design Institute Co., Ltd., No. 5 Pudong North Road, Nanjing 210031, P. R. China)
(Jiangsu Province Transportation Engineering Construction Bureau, No. 69 Shigu Road, Nanjing 210004, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 9, v. 23
DOI: 10.1142/s0219455423500967
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/s0219455423500967.
  • About this
    data sheet
  • Reference-ID
    10700834
  • Published on:
    16/12/2022
  • Last updated on:
    13/06/2023
 
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