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Gradual Bilinear Method를 이용한 사장교의 케이블 손상응답 해석 (Abnormal Response Analysis of a Cable-Stayed Bridge using Gradual Bilinear Method)

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: 10.11112/jksmi.2014.18.6.060.
  • About this
    data sheet
  • Reference-ID
    10779172
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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