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Seismic Performance of Joint between Timber–Concrete Composite Beams and Steel Column with Innovative Semirigid Connections: Experimental and Numerical Studies under Quasi-Static Cyclic Loading Conditions

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: 10.1061/jsendh.steng-12180.
  • About this
    data sheet
  • Reference-ID
    10733899
  • Published on:
    02/09/2023
  • Last updated on:
    02/09/2023
 
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