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SMF Design Overview

The Simpson Strong-Tie® Yield-Link® moment connection is a field-bolted connection that uses patented Yield-Link structural fuse technology to mitigate against damage to beams and columns during seismic events. Whereas all other AISC prequalified moment frame connections are specifically designed to damage the beams when dissipating seismic energy, the unique Yield-Link moment connection moves that damage into bolt-on, bolt-off replaceable structural fuse elements, keeping the response of the beam elastic in the process. This, in turn, creates a situation where the beam can be designed without the need for lateral-torsional buckling bracing. Initial prequalification testing and analysis focused on meeting the needs of light-frame structures. More recent prequalification testing has been completed utilizing W36X beams and W36X columns with a maximum yield area of 1" by 6". Along with the fullscale testing of frames utilizing the expanded connection, advanced nonlinear FEA work has been completed that refines the connection design procedure and eliminates some empirical limits put in place during the first round of prequalification. Additionally, new and extensive nonlinear response history analysis was conducted on four-, eight-, twelve- and twenty-story buildings to assess their seismic performance and compare it to the response of similar buildings utilizing reduced beam section (RBS) connections. The results showed that the buildings designed using the Yield-Link moment connection had collapse resistance equal to or better than the buildings with RBS connections. See p. 33 for more information.

Different Types of Moment Frames

When it comes to steel moment frames, there are three types of frames defined in the code — ordinary moment frames (OMF), intermediate moment frames (IMF) and special moment frames (SMF). They are listed in the table below along with their Response Modification Coefficient (R-value), Overstrength Factor (Ωo), and Deflection Amplification Factor (Cd) per ASCE 7. Steel moment frames using Yield-Link moment connections are qualified as special or intermediate moment frame connections in the AISC 358 Prequalified Connections.

For Steel Moment Frames
Steel Moment Frames R-Value and Overstrength Factor

Typically OMF are used in wind regions, where a stiff, non-yielding frame is desired. SMF are typically used in seismic regions where more ductility is needed. The following graphics illustrate the difference in ductility between the three moment frame types.

Difference in Ductility Between the Three Moment Frame Types Illutration.

OMF

  • Expected to withstand limited inelastic deformations
  • Doesn’t require use of prequalified connections per AISC
  • Not required to be tested
  • Typically used in non/low-seismic regions

IMF

  • Expected to withstand moderate inelastic deformations
  • Require use of prequalified connections per AISC
  • Must sustain inter-story drift angle of at least 0.02 radians
  • Typically used in low/mid-seismic regions

SMF

  • Expected to withstand significant inelastic deformations
  • Require use of prequalified connections per AISC or must be verified with testing
  • Must sustain inter-story drift angle of at least 0.04 radians
  • Typically used in mid/high-seismic regions