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Structural Ultimate Strength Analysis of Anti-Collision Facility of Yinzhou lake Bridge Under Vessel-Generated waves

Author(s):



Medium: journal article
Language(s): English
Published in: Journal of Physics: Conference Series, , n. 1, v. 2350
Page(s): 012004
DOI: 10.1088/1742-6596/2350/1/012004
Abstract:

Under the condition of complex waters, the long-term action of a vessel-generated wave makes the anti-collision facilities have the risk of structural failure. Taking the Yinzhou lake bridge pier anti-collision structure as the research object, the extreme vessel-generated wave load is calculated, and the structural strength of the floating anti-collision facility under the action of the vessel-generated wave is analyzed using the direct calculation method. The results indicate that the ultimate strength of the overall structure of the anti-collision facilities meets the design requirements, but there is insufficient strength in some parts. A strengthening scheme to meet the design requirements of structural yield strength is proposed.

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: 10.1088/1742-6596/2350/1/012004.
  • About this
    data sheet
  • Reference-ID
    10777586
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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