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Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural, shear, or axial failure modes

Author(s):

Medium: journal article
Language(s): en 
Published in: Frontiers of Structural and Civil Engineering, , n. 5, v. 13
Page(s): 1-20
DOI: 10.1007/s11709-019-0554-2
Copyright: © The Author(s)
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

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  • About this
    data sheet
  • Reference-ID
    10365165
  • Published on:
    27/08/2019
  • Last updated on:
    06/10/2019