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A Method For Crack Width Evaluation Of Continuous Composite Girder Bridges Accounting For Shear-lag Effect

Author(s): (Dept. of Civil & Environmental Eng., Saitama University)
(Dept. of Civil & Environmental Eng., Saitama University)
(Dept. of Civil & Environmental Eng., Saitama University)
(Dept. of Civil & Environmental Eng., Nagaoka University of Technology)
Medium: journal article
Language(s): English
Published in: 土木学会論文集 (Doboku Gakkai rombunshū), , n. 738, v. 2003
Page(s): 37-47
DOI: 10.2208/jscej.2003.738_37
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: 10.2208/jscej.2003.738_37.
  • About this
    data sheet
  • Reference-ID
    10622236
  • Published on:
    24/08/2021
  • Last updated on:
    24/08/2021
 
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