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Effect of Permafrost on Seismic Performance of Railway Bridge Pile Foundation with Elevated Cap

Author(s): (School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, P. R. China)
(School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, P. R. China)
(School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, P. R. China)
(State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environmental and Resources, Chinese Academy of Sciences, Lanzhou 730000, P. R. China)
(School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, P. R. China)
(School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, P. R. China)
(School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 11, v. 22
DOI: 10.1142/s0219455422410024
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: 10.1142/s0219455422410024.
  • About this
    data sheet
  • Reference-ID
    10664591
  • Published on:
    09/05/2022
  • Last updated on:
    23/09/2022
 
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