Without assuming the form of unstrained state,the form of unstrained state corresponding to that of pre-stressed state can be obtained through this method directly.
方法无需假定结构
状
,而可以一次得到
应于初状(即预应力)的结构施工放样尺寸(即状),并通过分级加
方法的精度进行了检验。
Without assuming the form of unstrained state,the form of unstrained state corresponding to that of pre-stressed state can be obtained through this method directly.
方法无需假定结构状,而可以一次得到应于初状(即预应力)的结构施工放样尺寸(即状),并通过分级加方法的精度进行了检验。
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