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Shaking table tests on the seismic response of truss structure with air spring‐FPS three‐dimensional isolation bearing

Author(s): (Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration Tianjin University Tianjin China)
(School of Civil Engineering Tianjin University Tianjin China)
ORCID (Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration Tianjin University Tianjin China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 52
Page(s): 4964-4986
DOI: 10.1002/eqe.3992
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/eqe.3992.
  • About this
    data sheet
  • Reference-ID
    10735062
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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