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Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , n. 8, v. 33
Page(s): 2357-2370
DOI: 10.1016/j.engstruct.2011.04.009
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: 10.1016/j.engstruct.2011.04.009.
  • About this
    data sheet
  • Reference-ID
    10552699
  • Published on:
    21/01/2021
  • Last updated on:
    19/02/2021
 
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