Seismic Design Series Part #4 | Steel Special Moment Frames

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Description

Structural steel special moment frames (SMF) are typically comprised of wide flange beams, columns, and beam-column connections. Connections are proportioned and detailed to resist internal forces (flexural, axial and shear) that result from imposed displacement as a result of wind or earthquake ground shaking. The anticipated seismic behavior of the SMF system is long period, high displacement motion, with well distributed inelastic demand shared by all participating beam-column connections. This design example follows the provisions of AISC 358 for the RBS connection type for the steel SMF seismic force resisting system.

Course will award 1.5 hours of continuing education
This course is Diamond Review approved in 49 states. New York does not accept hours from recordings.

Please note: This webinar is part of the Seismic Design Series and is not included in the NCSEA Webinar Subscription.

Contributors

Kevin Moore, P.E., S.E.

Kevin Moore, P.E., S.E., is a Senior Principal and the Head of Structural Engineering, Western Region for Simpson Gumpertz & Heger Inc. in Oakland, California. Mr. Moore has been active in NCSEA since 2003 and is the current Chair of the NCSEA Resilience Committee and Past Chair of the NCSEA Seismic Subcommittee to the Code Advisory Committee. Kevin also serves on the SEI Resilience Committee and is the 2020 recipient of the James Delahay Memorial Award.

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Description

Contributors

Kevin Moore, P.E., S.E.