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October 4, 2018

Partial Fixity End Releases in RISA-3D

RISA-3D v17.0 now has the ability to model partial fixity member end releases. Partial fixity end releases can be utilized in RISA to model the behavior of a partially restrained or semi-rigid connection that cannot be idealized as fully fixed or pinned. Partially restrained connections are common in seismic moment frame systems and their semi-rigid rotational behavior can now be modeled in RISA-3D.

A partial fixity end release reduces the rotational stiffness at the member end joint by applying a rotational spring constant value entered by the user. RISA-3D uses the Euler-Bernoulli beam formulation to introduce this spring constant in the stiffness matrix. Partial fixity end releases can be applied in the Members Spreadsheet – Advanced tab by clicking on the red arrow in an I or J end release cell:

Once a rotational stiffness is applied, the connection at that member’s joint will become more flexible as they are partially restrained. Graphically, the end release will show a  symbol to designate a partial fixity end release has been assigned.

In the three examples above, the various frames have a beam to column connection that is either fixed, partially restrained, or pinned. The second frame beam has a rotational partial fixity member end release a stiffness of 1.0e+5 kip-in/rad in the Mz direction. There is a lateral earthquake load applied to the frame which we will compare the results for each case.

After running the analysis and reviewing the deflected shape, the deflection results are as we expect. The deflected shape shows the fixed connection deflects the least while the pinned connection deflects the most. The partially restrained connection deflects somewhere in the middle to represent the semi-rigid connection using an intermediate stiffness of the partial fixity member end release.


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This entry was posted by RISA News on Thursday, October 4th, 2018 at 11:00 am and is filed under Technical Solutions, What's New. You can follow any responses to this entry through the RSS 2.0 feed. Both comments and pings are currently closed.

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