2. Benchmark solution#
2.1. Calculation method used for the reference solution#
The calculations are carried out with 8 calculation codes, for 10 models. The various models are presented below.
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20 shear free beam elements; |
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20 shear free beam elements; |
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20 shear free beam elements; |
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20 shear free beam elements; |
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20 shear free beam elements; |
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20 shear beam elements; |
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5 girder elements with shear, convergence to degree 7; |
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10 shear beam elements; |
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40 girder elements with shear; |
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20 shear beam elements; |
Reduced depreciation \(\xi\) is equal to 1% across all modes.
2.2. Benchmark results#
The frequencies.
The value RMS, for movement at the free end of the beam.
2.3. Uncertainty about the solution#
Comparison between codes.
2.4. Bibliographical references#
IPSI - Day \({\Phi }^{2}\mathrm{.}\mathrm{AS}\) - Vol. XVIII, no. 2. Depreciation in structural calculations. June 21, 1994.