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This paper presents the results obtained from a series of wind tunnel experiments undertaken in order to assess (and improve) the operation of a generic long span bridge subjected to strong winds (the operation of the bridge is evaluated in terms of the aerodynamic loads on a number of vehicles in all cases the mean crosswind is greater than or equal to 10 m/s).
The quality of the information about the wind field characteristics is crucial for accurately predicting the structural response of a long-span bridge subjected to dynamic wind loads.
In this paper, a time-domain method is used to simulate the response of a long-span bridge subject to winds generated by a particular type of non-synoptic wind phenomenon such as a microburst to assess the vulnerability of the bridge to such winds.
Pergolide improved reaction time for high-span subjects and impaired reaction time for low-span subjects.
Results revealed no significant main effect of the DA treatment on either verbal fluency variables but showed a significant interaction with working memory capacities, with high-capacity span subjects improving phonemic switching on DA whereas low-capacity span subjects performed more poorly on the drug than off.
The archives we will feature span subjects and eras, and include some previously unpublished work.
Furthermore, a domain general resource-based account implies that the deployment of spatial attention consumed all of the attentional capacity of the low span subjects and that these subjects do not demonstrate feature-based cuing effects because they have no spare capacity with which to generate a feature-based expectancy.
A series of different UB and UC sections and different spans, subjected to both uniform moment and midspan point loads, are considered.
The analysis considers continuous loads on spans subjected to various end moments with supports that are torsionally fixed and laterally supported, without additional intermediate restraints.
New closed-form shear deformation equations are presented for the forces and displacements of two-span continuous beams of arbitrary span ratio with the longer span subjected to a vertical mid-span point load.
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