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Investigation of different resilience-based optimisation strategies for retrofitting curved bridges

Author(s): (School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran)
(Department of Structural Engineering, School of Civil Engineering, Semnan University, Semnan, Iran)
(Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran)
ORCID (Department of Civil and Environmental Engineering, Engineering Research Centre for Advanced Technology for Large Structural Systems (ATLSS), Lehigh University, Bethlehem, PA, USA)
(Structural Hybrid Simulation Research Lab, Department of Civil Engineering, Faculty of Engineering, University of Zanjan, Zanjan, Iran)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 12, v. 20
Page(s): 1-15
DOI: 10.1080/15732479.2023.2165690
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: 10.1080/15732479.2023.2165690.
  • About this
    data sheet
  • Reference-ID
    10708437
  • Published on:
    21/03/2023
  • Last updated on:
    10/11/2024
 
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