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Full‐Scale Composite Moment‐Resisting Frame with Dissipative Bolted Connections under Monotonic Loads: Experimental versus Numerical Results

Author(s): (RWTH‐Aachen University, Centre for Wind and Earthquake Engineering Aachen Germany)
(RWTH‐Aachen University, Centre for Wind and Earthquake Engineering Aachen Germany)
(RWTH‐Aachen University, Centre for Wind and Earthquake Engineering Aachen Germany)
(RWTH‐Aachen University, Centre for Wind and Earthquake Engineering Aachen Germany)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 3-4, v. 6
Page(s): 1356-1361
DOI: 10.1002/cepa.2250
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/cepa.2250.
  • About this
    data sheet
  • Reference-ID
    10767189
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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