Prof. Ing. Carlo Andrea Castiglioni Seismic Behaviour of Steel ...

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Seismic behaviour of steel storage pallet racking systems . 39Structural systems withstanding the seismic actionThe following figures show possible schemes to be adopted in order to model thestructural systems withstanding the seismic actions.Figure 1.23 : Representation of unbraced framesFigure 1.24 : Representation of the rear bracing and the bracing systemThe eccentricity of the rear bracing causes a global torsional behavior that affectsthe upright frames. In this case the rack must be considered not stiffness-regular inplane.
Seismic behaviour of steel storage pallet racking systems . 40Figure 1.25 : Global torsional behaviour in case of eccentric rear bracingNO GLOBAL TORSIONALEFFECTS !!GLOBAL TORSIONALEFFECTS !!Figure 1.26 : Global torsional behaviour in case of double entry rackIn case of double entry rack the unsymmetry in plane is caused by the massdisposition as both the entries are in general not equally loaded.Figure 1.27 : frame symmetrically braced in the down-aisle direction
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CHAPTER 4Seismic behaviour of steel
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Prof. Ing. Carlo Andrea Castiglioni Seismic Behaviour of Steel ...

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