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
几何,而可以一次得到对应于初(即预应力)几何
结构施工放样尺寸(即几何),并通过分级加载对该方法精度进行了检验。
,未拉紧,未过滤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几何,而可以一次得到对应于初(即预应力)几何结构施工放样尺寸(即几何),并通过分级加载对该方法精度进行了检验。
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