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Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , n. 11, v. 29
Page(s): 3082-3093
DOI: 10.1016/j.engstruct.2007.02.009
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.2007.02.009.
  • About this
    data sheet
  • Reference-ID
    10162416
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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