T to monitor the temengineering application, temperature sensors were set to monitorset to monitor the temreplacement engineering application, temperature sensors had been the temperature of 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 form of DBCO-Maleimide site integral perature on the bridge cross section, as well as the temperature simulation was carried out in the type of integral heating and uniform distribution inside the finite element model. heating and integral heating and uniform distribution model. the kind of uniform distribution inside the finite element inside the finite element model.hanger#10 hanger#Observation point Observation point(a) (a)(b) (b)Figure 8. The hanger replacement method by the pocket hanging process: (a) displacement measurement and (b) cable force test.three.1. Old Hanger Demolition Course of action The removal procedure of hanger #10 was calculated by the equations in section 2.two. The pocket hanging and cutting processes have been divided into five methods together with the same step size, that may be to say, the pocket hanging force of each and every stage improved by 20 with the internal force with the hanger to become replaced, and also the cutting region of every stage was 20 of the area from the hanger to become replaced. The displacement with the bridge deck in the reduced end in the hanger and also the arch rib displacement in the corresponding a part of the hanger had been monitored in the method on the hanger removal, in which the displacement of your decrease finish with the hanger was measuredAppl. Sci. 2021, 11,The displacement from the bridge deck at the decrease finish from the hanger along with the a displacement at the corresponding a part of the hanger were monitored within the pro the hanger removal, in which the displacement of the reduced finish on the hanger wa ured by a higher precision Leica electronic level LS15 having a precision 11 of0.2 mm p of 17 meter round trip. The displacement with the arch rib in the corresponding point hanger was measured by a TS15A total station, with a test accuracy of 0.5 s, as sh by a high precision Leica electronic level LS15 having a precision of 0.two mm per kilometer Figure 8a. round trip. The displacement of displacement 4-Aminosalicylic acid Anti-infection distinction of pointarch rib at the corresp It was found that the the arch rib in the corresponding the on the hanger was measured by a TS15A total station, with a test accuracy of 0.5 s, as shown in Figure 8a. spot of your hanger to be replaced was really little ahead of and immediately after the hanger It was located that the displacement distinction with the arch rib in the corresponding spot moved, lessto be replaced was incredibly small just before and soon after the hanger was removed, significantly less also with the hanger than 0.two mm in line with the displacement test results, which the correctness with the the displacement testthe arch rib has no deformation in the the than 0.2 mm as outlined by assumption that final results, which also verifies the correctness of the within this paper. The test has no deformation inside the theoretical model in the modelassumption that the arch ribresult of the bridge deck displacement within this decrease paper. The test outcome on the bridgeexhibited in Figurethe lower end of observed to Figur the hanger to become replaced is deck displacement at 9. As can be the hanger in be replaced is exhibited in Figure 9. As could be observed in Figure 9, the displacement displacement calculated in thisto the measured value, which verifies the correctness which paper is extremely close for the measured value, calculated in th.