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。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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
次得到对
初状
(即预
)几何的结构施工放样尺寸(即零状
几何),并通过分级加载对该方法的精度进行了检验。
声明:上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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
需假定结构
态几何,而可以一次得到对应
初
态(
预应力态)几何的结构施工放样尺寸(
态几何),并通过分级加载对该
法的精度进行了检验。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.
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.
该方法无需假定几何,而可以一次得到对应
初
(即预应力
)几何的
工放样尺寸(即
几何),并通过分级加载对该方法的精度进行了检验。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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,
以一次得到对应
初状
(即预应力
)
的结构施工放样尺寸(即零状
),并通过分级加载对该方法的精度进行了检验。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.
合工程实例,介绍了大半径竖曲线巷道腰线放样设计
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.
该方法无需假定构零状
,而可以一次得到对应
初状
(即预应力
)
构施工放样尺寸(即零状
),并通过分级加载对该方法
精度进行了检验。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件观点;若发现问题,欢迎向我们指正。
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,介绍大半
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
验。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
With project instance, this paper introduced the calculation procedure and method about lofting and designing the tunnel stringcourse with sweeping matrix vertical curve.
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.
该方法无需假定几何,而可以一次得到对应
初
(即预应力
)几何的
工放样尺寸(即
几何),并通过分级加载对该方法的精度进行了检验。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。