T to monitor the temengineering application, temperature sensors have been set to monitorset to monitor the temreplacement engineering application, temperature sensors have been the temperature with the perature on the bridge cross section, along with the temperature simulation was carried out in bridge cross section, and also the temperature simulation was carried out inside the type of integral perature with the bridge cross section, plus the temperature simulation was carried out inside the kind of integral heating and uniform distribution in the DSG Crosslinker Protocol finite element model. heating and integral heating and uniform distribution model. the kind of uniform distribution within 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 technique: (a) displacement measurement and (b) cable force test.three.1. Old Hanger Demolition Course of action The removal process of hanger #10 was calculated by the equations in Section 2.two. The pocket hanging and cutting processes have been divided into 5 actions together with the exact same step size, that is certainly to say, the pocket hanging force of every single stage improved by 20 of your internal force on the hanger to become replaced, and the cutting location of every single stage was 20 with the area of the hanger to become replaced. The displacement of your bridge deck at the reduced end with the hanger along with the arch rib displacement at the corresponding part of the hanger had been monitored within the course of action with the hanger removal, in which the displacement from the reduced finish in the hanger was measuredAppl. Sci. 2021, 11,The displacement with the bridge deck in the reduce end from the hanger and also the a displacement at the corresponding part of the hanger have been monitored inside the pro the hanger removal, in which the displacement of your reduced finish with the hanger wa ured by a high precision Leica electronic level LS15 with a precision 11 of0.2 mm p of 17 meter round trip. The displacement of the arch rib in the corresponding point hanger was Cirazoline Autophagy measured by a TS15A total station, using a test accuracy of 0.five s, as sh by a high precision Leica electronic level LS15 with a precision of 0.2 mm per kilometer Figure 8a. round trip. The displacement of displacement difference of pointarch rib at the corresp It was found that the the arch rib at 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. place with the hanger to be replaced was incredibly smaller before and just after the hanger It was found that the displacement distinction of the arch rib in the corresponding place moved, lessto be replaced was extremely small prior to and right after the hanger was removed, significantly less also from the hanger than 0.two mm in accordance with the displacement test final results, which the correctness with the the displacement testthe arch rib has no deformation in the the than 0.2 mm in line with 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 on the bridge deck displacement in this reduced paper. The test outcome of your bridgeexhibited in Figurethe reduced end of observed to Figur the hanger to become replaced is deck displacement at 9. As might 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 worth, which verifies the correctness which paper is very close to the measured value, calculated in th.
