This paper focuses on an adaptive cable dome and investigates its mechanical properties and shape control abilities under asymmetrical loads. The analysis includes studying its force and displacement responses as well as the feasibility of shape control under these conditions. All the units of the structure have been specially designed to allow for length adjustment. First, an intelligent algorithm is used to determine the optimal adjustment amounts of the established structural shape control mathematical model. Then the mechanical properties and shape active control performance of the structure are studied through tests and simulations. Results show that, the actual internal forces of the test model show small discrepancies with the theoretical values, with a maximum error of only 3.52%, after assembly and tensioning. The changes in internal forces and displacements of the test model under 1/4, 1/2, and 3/4 span asymmetric loads are obtained and found to be in good agreement with the theoretical values, which verifies the design and construction of the test model are reasonable. Moreover, under asymmetric loads, the test model can approximately restore the upper free joints' vertical coordinates to their initial state through active control, and the average decrease in internal forces of the units is at a minimum of 14.56%. These results demonstrate the shape control feasibility of adaptive cable dome structure under asymmetric loads and validate the accuracy of the simulated results.
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