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Stability analysis of reinforced concrete building frames damaged by corrosion under static-dynamic loading

Author(s):

Medium: journal article
Language(s): English
Published in: Journal of Physics: Conference Series, , n. 1, v. 1425
Page(s): 012043
DOI: 10.1088/1742-6596/1425/1/012043
Abstract:

The paper presents a methodic for calculation reinforced concrete frame-braced structural systems, when it was damaged by corrosion, against loss of stability in over limit state caused by removal of a load bearing element. The authors obtained analytical expressions for assessment stiffness of reinforced concrete compressed-bent elements taking in account its nonlinear deforming. Such expressions allow conducting stability analysis of structural systems under consideration.

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: 10.1088/1742-6596/1425/1/012043.
  • About this
    data sheet
  • Reference-ID
    10671854
  • Published on:
    12/06/2022
  • Last updated on:
    12/06/2022
 
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