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Simple elastic models based on centerline dimensions of beams and columns are widely used for the design of steel moment resisting frames.
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Table 3 Dimensions of beam specimens.
For convenience and to do relative study for shear lag effect, cross-sectional dimensions of beam and columns, their alignments (column) and the material properties are not changed with height of the building.
Open image in new window Fig. 2 Details and dimensions of deep beams (dimensions in mm).
The dimensions of the beams and columns are summarized in Table 1.
Knowledge of such limits leads to a systematic procedure for determining dimensions of the beams and masses of the proof masses of high-performance band-pass filters.
It is shown that the maximal frequency band of the band-pass filter is limited and cannot be chosen arbitrarily large: The frequency band is independent of dimensions of the beams and masses of the proof masses.
Furthermore, since Universal Beam sections in the UK come from a discrete section library, the results could also provide overall dimensions of other beams that could be more efficient for portal frames.
It is shown that such an ensemble can be made into a band-pass filter when dimensions of the beams and masses of the proof masses are chosen appropriately.
It is shown that such an ensemble can be made into a band-pass filter with a large frequency band when dimensions of the beams and masses of the proof masses are chosen appropriately.
The tested sub-frame was extracted from a composite open car park building, using the real cross-section dimensions of the beams (IPE 550) and the columns (HEB 300), and using bolts M30 grade 10.9 in the composite connection, and was subject to mechanical (bending and axial forces) and thermal loadings (constant temperature equal to 20 °C, 500 °C or 700 °C; or linear increase up to 800 °C).
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