Hypothesis 1: Brand--cause fit will positively influence line
extension fit of fast fashion brands.
Innovative strategies should influence line
activities more than staff activities.
here: M is bending moment, Nm; W is strength moment of rail cross section in respect of flange, [m.sup.3]; [P.sub.i] is vertical dynamic load on rail from rated wheel, N; [[mu].sub.i] and [[eta].sub.i] are coefficients, evaluating influence of contiguous (not rated) axes (bending moment is proportional to the influence line
[mu] and load to sleeper; elastic deflection will influence line
[eta]); [P.sup.max] is vertical dynamic load on rail from rated wheel, N; k is coefficient of rail and rail flange relative stiffness, calculated according to formula, [m.sup.-1]; f is coefficient, evaluating eccentricity of acting forces; [l.sub.p.m].
DAF values included in load models depend only on the shape of the influence line
and bridge length (Cantero et al.
It is based on the assumption that the strain induced in a structure due to the passage of a moving load is proportional to the product of the influence line
ordinate and the magnitude of the load.
The influence line
for a beam is a graph or a curve, representing the variation of the shear force, bending moment, deflection or other parameters due to a unit load traversing along the beam axis [1-4].
"Factors That Influence Line
Managers' Perceptions of Hospital Performance Data." Health Services Research 38 (1): 261-86.
Where exactly is the influence line
? What's chasing a story idea and what's lifting somebody else's work?
The reference stress influence lines
of the concerned details will be calculated in the next process.
The wide range of topics includes: structural analysis modeling, statistically determinate structures, force and displacement methods of analysis, strain energy and virtual work, determination of displacements by virtual work, displacement of elastic structures by special methods, influence lines
, effects of axial forces on flexural stiffness, plastic analysis of continuous beams and frames, structural dynamics, computer analysis of framed structures, and reliability analysis of structures.
Among the topics covered are: statically determinate structures, deflections of structures, statically indeterminate structures, plastic analysis, uses of cables, moment distribution, and influence lines
and their application.
The experimental programme included full-scale in situ tests on the three underpasses and provided the influence lines
of radial deflections.