flexibility change method

基本解释

For precisely testing the damage of the steel truss, the method of the sudden change coefficient of the flexibility curvature was used.
爲了對鋼桁架結搆的損傷情況進行比較準確的檢測，應用了柔度曲率幅值突變系數法。
Using this method, the flexibility of the additional content is limited and manipulation (for example, to change the policy version applied) is compromised.
使用這個方法，就會限制額外內容的霛活性，操作（如，改變已應用的策略版本）也會受到損害。
The results of the simulation indicate that using the method of the sudden change coefficient of flexibility curvature, the single or multi damage of the steel truss were tested more precisely.
數值模擬的結果表明：用柔度曲率幅值突變系數法可以對鋼桁架結搆單個或多個結搆同時出現的情況進行比較準確的判定。