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Use of response surface metamodels to generate system level fragilities for existing curved steel bridges

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 52
Page(s): 642-653
DOI: 10.1016/j.engstruct.2013.03.023
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.2013.03.023.
  • About this
    data sheet
  • Reference-ID
    10168075
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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