G = the conductance of the dielectric

per unit lengthThe force

per unit length along the distalmost setule was calculated using the equation (Tritton, 1988; Schwartz et al., 1997)

The lateral displacement, lateral load, and moment profiles were obtained and used to calculate the soil resistance

per unit length, p, through the double integration of the bending moment profile and the pile deflection, y, by taking the second derivative of the moment profile.

Wales and Courses

Per Unit Length. The wales and courses

per unit length of single jersey, 1x1rib, interlock, single pique, and fleece knitted fabrics have been studied and the results are shown in Figures 2 and 3.

The marine environment loads

per unit length on the riser above the mudline are determined by using Morison's equation:

Let us consider a nanocantilever and a fully clamped nanobeam of length L subjected to the following quadratic distribution of couples

per unit length:

For line fires, Yuan and Cox [38] give a functional relationship between flame length and heat release rate

per unit length:

To clarify the behaviors of raindrops in the wind fields of the downbursts and their effects on the motion of high-voltage conductors, raindrops' velocities and their loads on the high-voltage conductors

per unit length in the wind field of downbursts must be evaluated firstly.

Compared with the NC group, colonic wet weight

per unit length increased in the DM and TSF groups.

Leading to symmetry matrix ([k.sub.2]), which contains the force

per unit length (stiffness unit) that conforms the fluid to the pipe (weakening effect) besides the axial tension force (stiffening effect).

The loop shape factor of single jersey and 1 x 1 rib knitted fabrics is found from the mean results of wales and courses

per unit length. It is determined by dividing the courses per centimeter by the wales per centimeter.

where D = [Et.sup.3]/12(1 - [[mu].sup.2]), E, t, and [mu] are the flexural rigidity, elastic modulus, thickness, and Poisson's ratio of the plate, respectively; GJ represents the torsional stiffness of the torsional stiffener

per unit length at y = 0; [F.sub.x] is the axial force

per unit length of the loaded edge of the plate, while w denotes the buckling shape function of the plate.