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Effect Of Pier Base Restraint On Ultimate Seismic Behavior Of Single-post Type Steel Bridge Piers

Author(s): (JAPAN SOCIETY OF CIVIL ENGINEERS)
(JAPAN SOCIETY OF CIVIL ENGINEERS)
Medium: journal article
Language(s): English
Published in: 土木学会論文集 (Doboku Gakkai rombunshū), , n. 598, v. 1998
Page(s): 413-426
DOI: 10.2208/jscej.1998.598_413
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: 10.2208/jscej.1998.598_413.
  • About this
    data sheet
  • Reference-ID
    10619839
  • Published on:
    24/08/2021
  • Last updated on:
    24/08/2021
 
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