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Engineering model for seismic analysis of flexible rail‐bound structures with uplift

Author(s): (Technische Universität Kaiserslautern Statik und Dynamik der Tragwerke Paul-Ehrlich-Straße 14 67663 Kaiserslautern Germany)
(Technische Universität Kaiserslautern Statik und Dynamik der Tragwerke Paul-Ehrlich-Straße 14 67663 Kaiserslautern Germany)
Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 4, v. 17
DOI: 10.1002/stco.202400001
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/stco.202400001.
  • About this
    data sheet
  • Reference-ID
    10791409
  • Published on:
    01/09/2024
  • Last updated on:
    13/01/2025
 
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