Continuing Education


Seismic Demand on Column Splices in Steel Moment Frames

This technical paper addresses seismic demands on column splices in steel moment-resisting frames. A comprehensive investigation was undertaken to evaluate the seismic response analysis of four, nine and 20-story moment-resisting frames subjected to an ensemble of 20 strong ground motions.

This course is based on an article from Engineering Journal.  This article is free to view for members.  

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  • Date: 10/10/2010 - 10/20/2016
  • PDH Credits: 1

Authors

Jay Shen, Thomas A. Sabol, Bulent Akbas and Narathip Sutchiewcharn

Articles

Seismic Demand on Column Splices in Steel Moment Frames