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This study investigates a construction-induced sea level rise and tide characteristics change, using a regression analysis to separate the local construction effect such as sea-dike/seawalls and global warming from total sea level change.
T−1 ⋅ TZ → Y reflects the construction effect of network coding scheme.
By reducing unemployment and providing a cash infusion to the local economy, the construction effect can make HSR projects more politically acceptable.
To the extent that the Keynesian multiplier, in the form of production, value added, or job creation, is the inverse function of the propensity to consume locally, the magnitude of these "drains" moderates that of the construction effect.
The economic benefits are also temporary by definition, although some skills that businesses or employees develop during projects can be used in subsequent jobs (see Fouqueray and Manceau Antoniazzi [54]).11 It is also important to note that the methods used to estimate the construction effect can also be used to understand the economic impact of the operation and maintenance of HSR lines.
This category also applies to the possible niche construction effect of egt in which the deactivation of moulting in the larvae changes their growth pattern and lifespan and thus modifies the occlusion body yield of the cadaver.
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In general, such prediction is challenging, given the complexity of load mechanisms, soil profiles and construction effects.
This brief review of the construction effects of HSR projects brings up several points.
Ex-ante estimates of construction effects often show substantial gains, and thus provide an argument in favour of building infrastructure.
Since transportation projects occur within a circumscribed area, studies estimating construction effects are often based on two different theoretical models: the input-output model and economic base analysis10 [65, 72, 82, 95, 104, 106].
The material nonlinearity of the soil and metal structure as well as the stage construction effects were accounted for in the numerical analyses, and the railway load model LM71 CEN (2002) has been applied.
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