P-Delta Effects on Steel Moment Frames with Welded Flange Plate Connections

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P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH WELDED FLANGE PLATE CONNECTIONS

Author: David Meads | Size: 3.11 MB | Format: PDF | Quality: Unspecified | Publisher: David Meads | Year: 2011 | pages: 49

The P-Delta effect occurs when a frame or structure is laterally displaced by either seismic or wind loadings. As the structure is being displaced laterally, gravity begins to act on the members causing a secondary effect on the forces and moments which in turn cause additional displacement.
The purpose of this study is to investigate the P-Delta effect on multi-story steel framed structures with welded flange plate connections. The traditional method regarding the calculation of the P-Delta effect assumes the lateral displacement of the steel columns is due to lateral deflection only and does not take joint rotation into account. In this study, a finite element analysis using computer models will be used to investigate the additional lateral displacement from the P-Delta effect due to the addition of joint rotation.

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