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Earthquake resistance of reinforced concrete corner beam-column joints with different column axial loads under bi-directional lateral loading

Author(s):

Medium: journal article
Language(s): English
Published in: Bulletin of the New Zealand Society for Earthquake Engineering, , n. 4, v. 50
Page(s): 527-536
DOI: 10.5459/bnzsee.50.4.527-536
Abstract:

The seismic performance of a corner beam-column joint in reinforced concrete frames was studied by testing two three-dimensional corner beam-column subassemblage specimens without slabs under constant column axial load and bi-directional lateral cyclic load reversals. The column-to-beam flexural strength ratio was varied from 1.4 to 2.3 by changing the magnitude of column axial load. Although a sufficient margin to prevent shear failure was provided to a corner beam-column joint in the test, the subassemblage specimens failed in joint hinging after beam and column longitudinal bars and joint hoops yielded. The ultimate joint hinging capacity of a corner joint under bi-directional lateral loading was enhanced by an increase in column compressive axial load, and can be estimated based on the new mechanism proposed by Kusuhara and Shiohara.

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: 10.5459/bnzsee.50.4.527-536.
  • About this
    data sheet
  • Reference-ID
    10335928
  • Published on:
    02/08/2019
  • Last updated on:
    02/08/2019
 
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