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