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Scalar- and Vector-Valued Fragility Analyses of Gravity Quay Wall on Liquefiable Soil: Example of Kobe Port

Author(s): ORCID (Associate Professor, Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), P.O. Box 19395-14453, Tehran, Iran (corresponding author))
(M.Sc. Student, Structural Engineering, Dept. of Civil, Chemical, Environmental, and Materials Engineering (DICAM), Univ. of Bologna, Bologna 40131, Italy; formerly, Graduate Student, Dept. of Civil Engineering, Semnan Univ., P.O. Box 19111-35131, Semnan, )
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 19
Page(s): 04019029
DOI: 10.1061/(asce)gm.1943-5622.0001382
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: 10.1061/(asce)gm.1943-5622.0001382.
  • About this
    data sheet
  • Reference-ID
    10606080
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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