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P–Δ Effect Analysis of Tall Slender Structures Subjected to Arbitrary Time-Variant Axial Forces: A Differential Quadrature-Based Approach

Author(s): ORCID (Engineering Mechanics Institute, Nanjing Tech University, Nanjing 211816, P. R. China)
ORCID (Engineering Mechanics Institute, Nanjing Tech University, Nanjing 211816, P. R. China)
ORCID (Engineering Mechanics Institute, Nanjing Tech University, Nanjing 211816, P. R. China)
ORCID (Engineering Mechanics Institute, Nanjing Tech University, Nanjing 211816, P. R. China)
ORCID (Engineering Mechanics Institute, Nanjing Tech University, Nanjing 211816, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455426501786
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/s0219455426501786.
  • About this
    data sheet
  • Reference-ID
    10821201
  • Published on:
    12/03/2025
  • Last updated on:
    12/03/2025
 
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