Digital Twin-based Safety Evaluation of Prestressed Steel Structure

Table 2

Upper radial cable force (N).

Temperature change	1	3	5	7	9
−55	6118	6102	6081	6125	6135
−25	4956	4943	4930	4961	4968
0	3996	3986	3978	3999	4005
25	3052	3046	3041	3054	3058
55	1962	1958	1956	1963	1965