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.

该方法无需假定结构何,而可以一次得到对应于初(预应力)何的结构施工放样(何),并通过分级加载对该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.

该法无需假定结构状态几何,而可以一次得到对于初状态(即态)几何结构施工放样尺寸(即状态几何),并通过分级加载对该法精度进行了检验。

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.

该方法无需假定状态几何,而可以一次得到对应于初状态(即预应力态)几何施工放样尺寸(即状态几何),并通过载对该方法精度进行了检验。

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.

该方法无需假定结构状几何,而可以一次得到对应于初状(应力)几何结构施工放样尺寸(状几何),并通过分级加载对该方法进行了检验。

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.

该方法无需假定结构状态几何,而可到对应于初状态(即预应力态)几何的结构施工放样尺寸(即状态几何),并通过分级加载对该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.

该方法无需假定结构状态几何,而可以一次得到对于初状态(力态)几何结构施工放样尺寸(状态几何),并通过分级加载对该方法度进行了检验。

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.

该方法无需假定结构状,而可以一次得到对应于初状(即预应力)的结构施工放(即状),并通过分级加载对该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.

该方法无需假定状态几何,而可以一次得到对应于初状态(即预应力态)几何施工放样尺寸(即状态几何),并通过载对该方法精度进行了检验。

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.

法无需假定结构状态几何,而可以一次得到对应于初状态(即预应力态)几何的结构施工放样尺寸(即状态几何),并通过分级加载对法的精度进行了检验。