T to monitor the temengineering application, temperature sensors were set to monitorset to monitor the temreplacement engineering application, temperature sensors were the temperature on the perature from the bridge cross section, along with the temperature simulation was carried out in bridge cross section, and also the temperature simulation was carried out within the type of integral perature on the bridge cross section, plus the temperature simulation was carried out in the type of integral heating and uniform distribution within the finite element model. heating and integral heating and uniform distribution model. the type of uniform distribution inside the finite element in the finite element model.hanger#10 hanger#Observation point Observation point(a) (a)(b) (b)Figure 8. The hanger replacement approach by the pocket hanging system: (a) displacement measurement and (b) cable force test.3.1. Old Hanger Demolition Method The removal course of action of hanger #10 was calculated by the equations in Section 2.two. The pocket hanging and cutting processes had been divided into five actions using the exact same step size, that is to say, the pocket hanging force of each stage elevated by 20 with the internal force from the hanger to be replaced, as well as the cutting area of every stage was 20 from the location from the hanger to become replaced. The displacement with the bridge deck at the lower finish in the hanger and also the arch rib displacement in the corresponding a part of the hanger had been monitored within the process of the hanger removal, in which the displacement with the decrease end on the hanger was measuredAppl. Sci. 2021, 11,The displacement of your bridge deck in the lower end on the hanger as well as the a displacement at the corresponding part of the hanger had been monitored within the pro the hanger removal, in which the displacement of your reduced finish of your hanger wa ured by a higher precision Leica electronic level LS15 with a precision 11 of0.2 mm p of 17 meter round trip. The displacement in the arch rib in the corresponding point hanger was measured by a TS15A total station, using a test accuracy of 0.5 s, as sh by a higher precision Leica electronic level LS15 with a precision of 0.two mm per kilometer Figure 8a. round trip. The displacement of displacement difference of pointarch rib in the corresp It was located that the the arch rib at the corresponding the from the hanger was measured by a TS15A total station, with a test accuracy of 0.five s, as shown in Figure 8a. location on the hanger to become replaced was incredibly tiny prior to and right after the hanger It was found that the displacement distinction from the arch rib in the corresponding location moved, lessto be replaced was incredibly Cefadroxil (hydrate) Biological Activity modest before and soon after the hanger was removed, less also of your hanger than 0.two mm in accordance with the displacement test benefits, which the correctness with the the displacement testthe arch rib has no deformation within the the than 0.two mm according to assumption that final results, which also verifies the correctness with the in this paper. The test has no deformation in the theoretical model in the modelassumption that the arch ribresult of the bridge deck displacement in this reduced paper. The test result on the bridgeexhibited in Figurethe reduce end of observed to Figur the hanger to become replaced is deck displacement at 9. As is often the hanger in be replaced is exhibited in Figure 9. As is often observed in Figure 9, the displacement displacement calculated in thisto the measured worth, which verifies the correctness which paper is quite close for the measured value, calculated in th.