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Rcs Moment Frames in High Seismic Zones in the United States

Author(s): (University of Notre Dame)
(Simpson Gumpertz & Heger Inc)
(University of Wisconsin‐Madison)
(Stanford University)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 1, v. 6
Page(s): 611-622
DOI: 10.1002/cepa.1941
Abstract:

The research on composite moment connections for seismic applications is examined to propose an update of the Guidelines for Design of Joints Between Steel Beams and Reinforced Concrete Columns, published by the ASCE in 1994. These guidelines were developed based on limited experimental data and restrict composite moment frames to zones of low to moderate seismicity. Recent experimental data, however, support their use in high seismic regions. A database of full‐scale connection tests is included, accompanied by a comparison between strength measured experimentally vs. the calculated joint strength. Results from this comparison show good agreement.

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.1941.
  • About this
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  • Reference-ID
    10767451
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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