Assessing Static Performance of the Dashengguan Yangtze Bridge by Monitoring the Correlation between Temperature Field and Its Static Strains

Figure 2

Layout of temperature and strain sensors on the steel truss arch girder (unit: mm).

(a) 1-1 profile of steel truss arch girder

(b) 2-2 profile of steel truss arch

(c) 3-3 profile of top chord member

(d) 4-4 profile of diagonal web member

(e) 5-5 profile of arch rib chord member

(f) 6-6 profile of bottom chord member