Sentence examples for i rotation from inspiring English sources

Zero rotation: F r 0 = I rotation: F r 2 π = I.

However, source discrimination in the study catchments was limited by (i) rotation of cultivated and pasture fields resulting in reduced differences between these two sources, and (ii) the cultivated source signature resembling a mix of the pasture and channel bank sources for many tracer properties.

Let I t i represent these images of cameras i = 1, 2, 3, and time t = 1, …, T. All cameras need to be calibrated; thus, the camera matrices K i, rotation matrices (from camera i to camera j) R i j, and translation vectors t i j are given.

For LoA I rotation of the slab is defined as: psi = 1.5 cdot r_{s} frac{{f_{yd} }}{{d cdot E_{s} }} (9 where E s is the Young's modulus of the flexural reinforcement, f yd the design value of tension yield stress of reinforcement, r s the distance between the column axis and position where the radial bending moment is equal to zero and can be estimated as 0.22L (L = max. span of slab).

Therefore, we determined the best-fitted sinusoidal curve with 10-h periodicity (Jovian System-III rotation period) and removed it from the observed light curve.

The following clinostat profile was performed to simulate a parabolic flight: (I) rotation for 22 s at 10, 12, 14, 16, 18 min; (II) break of 5 min; (III) rotation for 22 s at 23, 25, 27, 29, 31 min; (IV) break of 5 min; (V) rotation for 22 s at 37, 39, 41, 45 min; (VI) stop of measurement after 50 min.

Each canard orbit (xi _{i}), (i>0), makes i rotations around the singular weak canard (xi _{w}) (not shown).

Reentrant waves that lasted for more than one rotation (i.e., rotors) were evident but relatively infrequent.

For existing forests which are assumed to be under active managment the net present value of forestry given multiple rotations (F i ) over the simulation horizon is calculated from the net present value for one rotation (f i ) (equation 1).

Finally, the experiment was performed under conditions of fixed I-E rotation (4-DOF).

Figures 3c, d display the relationships between the applied load and the obtained rotations (i.e., rotation of beam plus rotation of column) for the left and right end corners of the beam, respectively.