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(b) Rotation at the base of the column (UDL).
Open image in new window Figure 7 Variation of rotation at the base of the column.
b Rotation at the base of the column at far end for eccentric point load.
(a) Rotation at the base of the column at near end (eccentric concentrated load).
(b) Rotation at the base of the column at far end (eccentric concentrated load).
(a) Rotation at the base of the column (central concentrated load).
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The schematic diagram of the test setup is shown in Figure 2. Tests were conducted on the model pile groups with the frame embedded in sand bed in a testing chamber, which was well instrumented with the dial gauges of sensitivity 0.002 to study the lateral and vertical displacements and rotations at the base of the column.
The schematic diagram of the test setup is shown in Fig. 3a Tests were conducted on the model pile groups with the frame embedded in sand bed in a testing chamber, which was well instrumented with the dial gauges of sensitivity 0.002 mm to study the lateral, vertical displacements and rotations at the base of the column.
These nonlinear springs are a combination of dashpots, and drag and gap elements that define the soil-foundation interaction by capturing horizontal (p x), vertical (p z), shear-sliding (t x) and moment rotation behaviors at the base of the footing.
Open image in new window Figure 8 Variation of rotation at the column base of the near and far end.
The effect of soil interaction on displacements and rotation at the column base and also the shears and bending moments in the building frame were investigated.
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