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按扭转屈曲用能量法解算出雁形板整体稳定临界弯矩，以此为依据并参考雁形板实际工程经验，提出雁形板整体稳定设计准则的建议。
According to the torsional buckling energy method, the overall stability critical bending moment of the wild goose board is solved. Based on this, and with reference to the actual engineering experience of the goose board, the overall stability design guidelines for the goose board are proposed.