StructuralMind

Braced steel floor vibration, comparison with SAP2000

Updated:

On this page

Results.

ExampleReferenceRecordsLargest deviation
Steel bay with a chevron brace belowIndependent program41.75%
Steel bay with a V brace aboveIndependent program41.88%

Problem. The modes of a 10 × 6 m steel bay drawn on the floor plan, with HE 200 A columns, IPE 300 beams and a 150 mm concrete slab, are solved with MindFEM and with SAP2000. One of its beams is propped at mid-span, by a chevron brace in the storey below or by a V brace in the storey above. Both programs' modes go through the same footfall calculation, and the SCI P354 and CCIP-016 response factor RR is compared as well.

Reference document. The reference is the same floor modelled in SAP2000 27.1.0 with its own objects, on a mesh refined to 2×2 shells and 0.1 m frame elements.

Numerical model. The MindFEM model is the app's own mesh, with shell elements at most 0.7 m. The HE 100 A braces are modelled at their full length, pinned at their far ends under SCI P354 and fixed under CCIP-016.

Steel bay with a chevron brace below

Independent calculation. SAP2000 27.1.0, the same floor modelled with SAP2000's own objects on a refined mesh

QuantityReferenceComputedDeviation
SCI P354 model, mode 1 frequency [Hz]4.7314.75740.558%
SCI P354 response factor RR21.693421.86540.793%
CCIP-016 model, mode 1 frequency [Hz]4.59254.6170.533%
CCIP-016 response factor RR18.183818.50231.75%

Steel bay with a V brace above

Independent calculation. SAP2000 27.1.0, the same floor modelled with SAP2000's own objects on a refined mesh

QuantityReferenceComputedDeviation
SCI P354 model, mode 1 frequency [Hz]5.02785.05860.613%
SCI P354 response factor RR21.914922.09810.836%
CCIP-016 model, mode 1 frequency [Hz]4.84184.86960.574%
CCIP-016 response factor RR18.334618.67951.88%

Model files

The SAP2000 models that produced the results in the tables can be downloaded. They open in SAP2000 27 and later with File > Import > SAP2000 .s2k Text File.