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The diver is tethered with a running lanyard to a guide rope, also used for measuring the dive, attached to a metal depth plate affixed to the end.
In both distributions of slip, large slips (i.e., >10 m) were distributed on the shallow (0 to 25-km depth) plate interface along the Nankai Trough off the eastern Kyushu and Tokai regions, as shown in Figure 3a.
The dependence of the reflected and transmitted coefficients on the design parameters, such as porosity, submergence depth, plate width, gap distance, wave heading, inclined angle of the plate, and wave length, is systematically analyzed.
Eighteen beams having a range of span, depth, plate thickness and bar spacing, have been tested under static loading, and four elementary modes of failure were observed: tension plate yielding, bar shear, bar tension and concrete shear.
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The use of partial depth plates with T section beams does not appear to be as successful as the use of full depth plates on rectangular section beams.
A comparison between the results of the present equation and an older equation has shown a higher accuracy in the maximum stress concentration factor of the present equation especially at high ratios of countersink depth to plate's thickness for very thick plates (thickness equal to or greater than twice the radius of hole).
In order to close this gap, the most common connections with partially depth end plate (PDEPCs), as a simple connection, and flush plate (FPCs), as a moment resisting connection, were investigated under both quasi-static and impact loads.
Metamorphism results from a complex interplay between physical and chemical processes that operate on a scale ranging from micrometres (e.g., fine mineral grain sizes, thickness of intergranular fluid, diffusion distances for chemical species) to tens or hundreds of kilometres (e.g., crustal thickness, width of collision zone between lithospheric plates, depth to subducting plate).
In the northern part, the depth of plate interface where tremors are detected by Kim et al. ([2011]) is about 20 km in the plate model of Ansell and Bannister ([1996]).
The dotted line indicates the depth of plate interface with an interval is 20 km.
The effects of the subsoil depth, the plate dimensions and their ratios on the dynamic response are investigated.
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