T to monitor the temengineering application, temperature sensors had been set to monitorset to monitor the temreplacement engineering application, temperature sensors were the temperature with the perature of your bridge cross section, plus the temperature simulation was carried out in bridge cross section, as well as the temperature simulation was carried out in the form of integral perature on the bridge cross section, and 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 form of uniform distribution within the finite element inside the finite element model.hanger#10 hanger#Observation point Observation point(a) (a)(b) (b)Figure eight. The Tartrazine References hanger replacement procedure by the pocket hanging strategy: (a) displacement measurement and (b) cable force test.three.1. Old Hanger Demolition Procedure The removal approach of hanger #10 was calculated by the equations in Section 2.two. The pocket hanging and cutting processes were divided into 5 steps using the exact same step size, that is certainly to say, the pocket hanging force of every stage improved by 20 in the internal force on the hanger to become replaced, along with the cutting location of each stage was 20 in the region on the hanger to become replaced. The displacement from the bridge deck at the reduced finish in the hanger as well as the arch rib displacement in the corresponding part of the hanger have been monitored within the procedure in the hanger removal, in which the displacement in the reduce end from the hanger was measuredAppl. Sci. 2021, 11,The displacement in the bridge deck in the reduce end on the hanger and also the a displacement at the corresponding part of the hanger have been monitored in the pro the hanger removal, in which the displacement of your decrease end from 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 on the arch rib in the corresponding point hanger was measured by a TS15A total station, having a test accuracy of 0.5 s, as sh by a high precision Leica electronic level LS15 with a precision of 0.two mm per kilometer Figure 8a. round trip. The displacement of displacement distinction of pointarch rib at the corresp It was 15(S)-15-Methyl Prostaglandin F2�� custom synthesis identified 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. spot in the hanger to be replaced was extremely modest just before and after the hanger It was identified that the displacement distinction of the arch rib in the corresponding place moved, lessto be replaced was really modest ahead of and just after the hanger was removed, less also on the hanger than 0.2 mm in line with the displacement test results, which the correctness with the the displacement testthe arch rib has no deformation inside the the than 0.2 mm based on assumption that results, which also verifies the correctness with the within this paper. The test has no deformation inside the theoretical model in the modelassumption that the arch ribresult with the bridge deck displacement in this reduce paper. The test result of the bridgeexhibited in Figurethe reduced 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 very close towards the measured value, calculated in th.
