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Experiment investigation and seismic performance evaluation of hybrid isolation bearing with uncoupled compression and shear mechanism

Author(s): (Department of Civil Engineering Shanghai University Shanghai China)
ORCID (Department of Civil Engineering Shanghai University Shanghai China)
(Department of Civil Engineering Shanghai University Shanghai China)
(School of Civil Engineering and Mechanics Huazhong University of Science and Technology Wuhan China)
(Department of Civil Engineering Shanghai University Shanghai China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 8, v. 30
DOI: 10.1002/tal.1849
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/tal.1849.
  • About this
    data sheet
  • Reference-ID
    10601110
  • Published on:
    17/04/2021
  • Last updated on:
    15/05/2021
 
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