With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结合工程实例,介绍了大半径竖曲线巷道腰线放样设计的计算步骤和方法。

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零状态几何,而可以一次得到对应初状态(即预应力态)几何的结构施工放样尺寸(即零状态几何),并通过分级加载对该方法的精度进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结合工程实例,介绍了大半径竖曲线巷道腰线放样设计的计算步骤和方法。

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零状几何,而可以一对应初状(应力)几何的结构施工放样尺寸(零状几何),并通过分级加载对该方法的精度进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结合工程实例,介绍了大半径竖曲线巷道腰线放的算步骤和方法。

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.

方法无需假定结构零状态几何,而可以一次得到应初状态(即预应力态)几何的结构施工放尺寸(即零状态几何),并通过分级加方法的精度进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结合工程实例,介绍了大半径竖曲线线放样设计计算步骤和方法。

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零状态几何,而可以一次得到对应初状态(即预应力态)几何结构施工放样尺寸(即零状态几何),并通过分级加载对该方法进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结实例,介绍了大半径竖曲线巷道腰线放样设计的计算步骤和方法。

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零状态几何,而可以一次得到对应初状态(即预应力态)几何的结构施放样尺寸(即零状态几何),并通过级加载对该方法的精度进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结合工程实例,介绍了大半径竖曲巷道样设计计算步骤和法。

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.

该法无需假定结构零状态几何,而可以一次得到对应初状态(即预应力态)几何结构施工样尺寸(即零状态几何),并通过分级加载对该法精度进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结合工程实例,介绍了大半径竖曲线巷道腰线放设计的计算步骤和方法。

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.

该方法无结构零状态几何,而可以一次得到对应初状态(即预应力态)几何的结构施工放(即零状态几何),并通过分级加载对该方法的精度进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

合程实例,介绍了大半径竖曲线巷道腰线样设计的计算步骤和方法。

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初状态(即预应力态)几何的样尺寸(即状态几何),并通过分级加载对该方法的精度进行了检验。

With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.

结合工程实例,介绍了大半径竖曲线巷道腰线放样设计的计算步骤和方法。

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零几何,而可以一次应初(预应力)几何的结构施工放样尺寸(零几何),并通过分级加载该方法的精度进行了检验。