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Joined Influences of Nonlinearity and Dilation on the Ultimate Pullout Capacity of Horizontal Shallow Plate Anchors by Energy Dissipation Method

Author(s): (School of Civil and Architectural Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China.)
(School of Civil and Architectural Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China.)
(School of Civil and Architectural Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China.)
(School of Civil and Architectural Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 11
Page(s): 195-201
DOI: 10.1061/(asce)gm.1943-5622.0000075
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.1943-5622.0000075.
  • About this
    data sheet
  • Reference-ID
    10604769
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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