Research Article

Analytical Calculation Method for the Preliminary Analysis of Self-Anchored Suspension Bridges

Table 6

Reaction of the main cable and the elevation error of the fixed point in each iteration step.

Iteration times

187063.8629028.17
251211.7034492.46
351179.0434448.53
451222.2634498.76
551222.4234498.67
651222.2934498.72
751222.2934498.72