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A theoretical vibration‐reduction effect analysis of the floating slab track supported by nonlinear variable stiffness isolators and semi‐active magneto‐rheological dampers

Author(s): (MOE Key Laboratory of High‐speed Railway Engineering Southwest Jiaotong University Chengdu China)
ORCID (MOE Key Laboratory of High‐speed Railway Engineering Southwest Jiaotong University Chengdu China)
(MOE Key Laboratory of High‐speed Railway Engineering Southwest Jiaotong University Chengdu China)
(MOE Key Laboratory of High‐speed Railway Engineering Southwest Jiaotong University Chengdu China)
(MOE Key Laboratory of High‐speed Railway Engineering Southwest Jiaotong University Chengdu China)
Medium: journal article
Language(s): English
Published in: Structural Control and Health Monitoring, , n. 11, v. 28
DOI: 10.1002/stc.2829
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: 10.1002/stc.2829.
  • About this
    data sheet
  • Reference-ID
    10624274
  • Published on:
    26/08/2021
  • Last updated on:
    22/10/2021
 
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