Pontoon Bridge Essay

Pontoon Bridge

Foreign Author #1
(Journal)
(Raftoyiannis, et al., 2014) Consisting of symmetrically connected non deformable pontoon supports, the reaction of pontoon bridge to moving loads are studied. Factors that can affect the study were; Buoyancy, moving loads and forces due to waves. The equilibrium equation was determined by a set of dynamical equations of motion derived from joints in between the pontoon. The results were shown in related diagrams.
Foreign Author#2
(article)
(Jones, 2012) The longest pontoon bridge was constructed across Lake Washington between Seattle and Medina, Washington, in 1963. Since then, the population has grown rapidly and the number of trips has increased exponentially. To accommodate the traffic and ease congestion, the longest pontoon bridge will be replaced by even a longer one. The new bridge will be 7,710 ft long and 116 ft wide and will have new safety mechanism, pedestrian lane, cycling lane, and six traffic lanes.

Local Author#1:
(article)

(Evora, 2013) Once the development of the extension (bridge) is acknowledged, it will

The direct pattern and occasional segments of ocean level change are assessed at 8 TG stations situated along the Black Sea coast, which are contrasted and Satellite Altimetry and GPS. At the tide gage stations with long haul records, for example, Poti (around 21 years) and Tuapse (around 19 years), the outcomes got from the satellite altimetry and tide gage perceptions demonstrate an astoundingly decent understanding. While some enormous contrasts are existed between Satellite Altimetry and TG at different stations, subsequent to including vertical movement from GPS, relationship coefficients of the pattern have been incredibly enhanced from 0.37 to 0.99 at 3 co-found the GPS and TG stations