There was also an interaction of electrode type with Depth of section on NeuN values (F 3, 256) = 3.03, p<.05, partial η2 = .03), as 50 µm diameter electrodes resulted in significantly more positive NeuN cells nearer the tip compared to the middle of the electrode, while this was not the case for 200 µm diameter electrodes.
Independently of fixation mode, time-point after implantation, distance and depth of section, the small diameter electrodes (50 µm) resulted in significantly lower GFAP (F 1, 256) = 110.7, p<.0001, partial η2 = .30) and ED1 (F(1, 256) = 19.69, p<.0001, partial η2 = .07) and greater density of neurons (F 1, 256) = 20.91, p<.0001, partial η2 = .08) than did the large diameter.
Independently of electrode diameter, time-point after implantation, distance and depth of section, the un-tethered fixation mode resulted in significantly lower GFAP (F 1, 256) = 38.24, p<.0001, partial η2 = .13) and ED1 (F(1, 256) = 4.52, p<.05, partial η2 = .02) than did tethered.
If stapled sections were recorded, depth of section was 100-180 nm in average.
For construction of neurons in three dimensions, a series of images through the depth of section can be taken and the images pooled to reconstruct a composite image of the neuron (6).
The main originality of this study is the achievement of dowel welds through greater depths of sections than has previously proved possible.
Inelastic design methods allow for larger application of loads on sections than elastic design methods, due to the redistribution of yield stress through the depth of the section.
Existing methods for design of reinforced concrete (RC) bending elements in the ultimate limit state are based on calculating the compressed zone depth of the section.
This chapter describes tension tests on a series of slotted end plate connections in which the slot lengths are less than the depth of the section.
General behaviors of these specimens were reported, and the influences of flexural reinforcing ratio (or steel content), volume fraction of the fibers in ULCC, and depth of cross section on ultimate strength behaviors were studied and analyzed.
The test program aimed to investigate the influences of shear span, flexural reinforcing ratio, depth of the section, and volume fraction of fibers on the failure mode, load deflection behaviors, and punching shear resistances of the ULCC flat slabs.
