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Two-step seismic limit state design procedure based on non-linear LRFD and dynamic response analyses

Author(s):

Medium: journal article
Language(s): English
Published in: Structural Safety, , n. 2-4, v. 24
Page(s): 397-415
DOI: 10.1016/s0167-4730(02)00034-6
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/s0167-4730(02)00034-6.
  • About this
    data sheet
  • Reference-ID
    10254846
  • Published on:
    17/12/2018
  • Last updated on:
    17/12/2018
 
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