e-mosty 4 2016 Arch Bridges | Page 66

Fig. 3: The Ordsall Chord ribbon entity, had to be designed to respect the significant heritage of the site. Following extensive public consultations, the aesthetic requirement for a slim and elegant but emblematic structural line has led to the choice of the architectural signature of the Ordsall Chord, a ribbon in weathering steel, connecting and unifying visually the adjoining structures, as shown in Figure 3. The requirement for visual continuity between the network arch and adjacent parts of the viaduct influenced the shape of the structure. It should be noted that in plan, the viaduct is not on a straight line but is slightly curved at this location. A series of parametric studies using BIM t echnologies were performed, in order to establish a harmonic relationship between the curved and the straight lines of the ribbon in both plan and elevation. This had a significant influence on the height, shape and inclination of the arch. Too tall an arch would benefit its stiffness but affect the harmony with the adjacent straight line. Too shallow, it would benefit the aforementioned harmony but would not suit a railway bridge, whose stiffness is profoundly important for the safe operation of the railway itself. Network Rail, as the Promoter, sought a structure, which was robust and straightforward to maintain, but these aspirations had to be balanced with the need for an architecturally very high quality structure at a visually sensitive location. Figure 3 also illustrates a typical arch rib together with the main girder of Trinity Way Bridge and the link structure, and this is the result of the aforementioned parametric studies. It is worth noting that the behaviour of the structure with open and box sections was also studied. Open sections offer easy access for inspection compared to boxes. However, in order to achieve the targeted appearance a great amount of additional stiffening was required. This additional stiffening would increase the inspection and maintenance effort significantly and deemed this solution impractical. Finally, the project team decided that the main arch and bracings would comprise box sections, with the remainder of the steel structure being fabricated from open steel sections. The choice of steel type was also important, as it affects both the aesthetics and the maintenance requirements. Weathering steel was chosen for the main arches and bracings and painted steel for the longitudinal ties and transverse girders. The choice of weathering steel, generally, minimises the whole life maintenance costs. However, a separate study was performed to ascertain, how any graffiti could be 4/2016