flexibility change method

基本解釋

For precisely testing the damage of the steel truss, the method of the sudden change coefficient of the flexibility curvature was used.
為了對(duì)鋼桁架結(jié)構(gòu)的損傷情況進(jìn)行比較準(zhǔn)確的檢測(cè)，應(yīng)用了柔度曲率幅值突變系數(shù)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(gè)方法，就會(huì)限制額外內(nèi)容的靈活性，操作（如，改變已應(yīng)用的策略版本）也會(huì)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(shù)值模擬的結(jié)果表明：用柔度曲率幅值突變系數(shù)法可以對(duì)鋼桁架結(jié)構(gòu)單個(gè)或多個(gè)結(jié)構(gòu)同時(shí)出現(xiàn)的情況進(jìn)行比較準(zhǔn)確的判定。