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Seismic performance of bending‐type frictional steel truss coupling beams

Author(s): ORCID (State Key Laboratory of Coastal and Offshore Engineering School of Civil Engineering Dalian University of Technology Dalian Liaoning China)
ORCID (State Key Laboratory of Coastal and Offshore Engineering School of Civil Engineering Dalian University of Technology Dalian Liaoning China)
(CMCU Engineering Co. Ltd. Chongqing China)
ORCID (Key Laboratory of Earthquake Engineering and Engineering Vibration China Earthquake Administration Institute of Engineering Mechanics Sanhe Hebei China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 3, v. 51
Page(s): 673-687
DOI: 10.1002/eqe.3585
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.3585.
  • About this
    data sheet
  • Reference-ID
    10646474
  • Published on:
    10/01/2022
  • Last updated on:
    17/02/2022
 
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