Table 2.

Internal forces of cable–rod full-tension dome structural members

Component numberInitial prestress: PaInitial prestress after collaborative shape finding: PaInternal force of components under load: Pa
15.86 × 1086.74 × 1086.68 × 108
23.24 × 1082.8 × 1082.96 × 108
32.14 × 1082.0 × 1082.14 × 108
46.00 × 1081.44 × 1081.43 × 108
55.86 × 1086.74 × 1086.68 × 108
67.20 × 1087.52 × 1087.54 × 108
73.72 × 1084.40 × 1084.42 × 108
84.68 × 1084.80 × 1084.82 × 108
92.92 × 1083.00 × 1083.14 × 108
108.58 × 1087.98 × 1087.98 × 108
118.62 × 1085.30 × 1085.32 × 108
123.46 × 1083.40 × 1083.42 × 108
13−4.76 × 107−7.40 × 107−6.72 × 107
14−6.22 × 107−6.74 × 107−4.72 × 107
15−4.46 × 107−8.56 × 107−2.50 × 107
16−5.54 × 107−2.32 × 1074.72 × 107
17−7.78 × 1072.14 × 1076.52 × 107
187.44 × 1084.80 × 108−5.36 × 107
197.44 × 1084.80 × 1087.26 × 107
201.53 × 1084.92 × 1075.90 × 107
211.53 × 1081.48 × 108−9.38 × 107
22−1.41 × 1071.05 × 1075.34 × 106
235.08 × 1083.42 × 107−3.10 × 107
242.70 × 108−4.92 × 107−3.82 × 107
258.90 × 1081.48 × 109−1.14 × 109
26−1.41 × 1071.05 × 107−1.05 × 107
275.08 × 108−3.08 × 1075.84 × 107
282.74 × 1084.46 × 1078.52 × 107
29−9.14 × 1071.44 × 108−1.27 × 108
301.36 × 1094.52 × 108−5.80 × 108
319.92 × 1086.76 × 1074.78 × 107

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