Experimental and Analytical Investigation of Deformations and Stress Distribution in Steel Bands of a Two-Span Stress-Ribbon Pedestrian Bridge

<div>Geometrical properties of distribution of the monitoring devices: LVDT (a); strain gauges (b).</div>

Mathematical Problems in Engineering

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Figure 7

Figure 7: Experimental and Analytical Investigation of Deformations and Stress Distribution in Steel Bands of a Two-Span Stress-Ribbon Pedestrian Bridge 

Figure 7 | Experimental and Analytical Investigation of Deformations and Stress Distribution in Steel Bands of a Two-Span Stress-Ribbon Pedestrian Bridge 