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Experimental investigation of pulse‐type ground motion effects on a steel building with nonlinear viscous dampers

Author(s): ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering Department of Structural Engineering Tongji University Shanghai China)
(ATLSS Engineering Research Center Dept. of Civil and Environmental Engineering Lehigh University Bethlehem Pennsylvania USA)
(Dept. of Civil and Coastal Engineering University of Florida Gainesville Florida USA)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 50
Page(s): 4032-4050
DOI: 10.1002/eqe.3544
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.3544.
  • About this
    data sheet
  • Reference-ID
    10630030
  • Published on:
    01/10/2021
  • Last updated on:
    29/11/2021
 
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