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Flexural-Torsional Buckling Resistance Design of Circular Arches with Elastic End Restraints

Author(s): (Associate Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, P. R. China; and Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing 100044, China (corresponding author).)
(Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.)
Medium: journal article
Language(s): English
Published in: Journal of Structural Engineering (ASCE), , n. 2, v. 142
DOI: 10.1061/(asce)st.1943-541x.0001373
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: 10.1061/(asce)st.1943-541x.0001373.
  • About this
    data sheet
  • Reference-ID
    10716230
  • Published on:
    20/04/2023
  • Last updated on:
    20/04/2023
 
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