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Fig. 1 Beam pattern of beamformers.
Example 1: beam pattern of beamformers.
Fig. 1 Beam switching antenna with eight parasitic elements.
The blue dashed-dot line is subarray 1 beam pattern in 10 log10 scale.
Open image in new window Fig. 1 Beam sections for 2D frames.
b Upwards style, 1 beam pump units, 2 support, 3 lower partial part, 4 adjust block, 5 lower balance weight, 6 adjust hole.
Similar(46)
(1) Beam-column stiffness ratio .
From Figure 13a, test 1, Beam-45° has the highest shear resistance for the largest part of the strain range.
In test 1, Beam-0°/90° has the highest shear resistance in the maximum principal strain direction for maximum principal strains less than 1,400 × 10−6.
In ETABS and SAP2000, the R/C slabs are modeled as thick shell elements, and three cases are considered for modeling columns and SWs (column-SW), namely (1) beam-beam, (2) beam-shell/wall, and (3) shell/wall-shell/wall, where 'beam' and 'shell/wall' refer to the type of elements used to model the columns and SWs, respectively.
In the SAP2000 and ETABS programs, the R/C slabs are modeled as thick shell elements at the centerline of the slab thickness, and three cases are considered for modeling column-SW, namely (1) beam-beam, (2) beam-shell/wall, and (3) shell/wall-shell/wall; where beam and shell/wall refer to the type of elements used to model the columns and SWs, respectively.
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