Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括
折减系数和超强系数。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括
折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特,如屈服强度、
展度、极限抗张强度、硬度、弯曲
、冲击强度
。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘采用非线
全过程数值分析方法,计算了钢筋混凝土
T形、L形和十字形柱截面模型在多种工况下的截面曲率
比。
声明:以上例句、词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
代表本软件的观点;若发现问题,欢迎向我们指正。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括延性折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特性,如屈服强度、延展度、极限抗张强度、硬度、弯曲性、冲击强度等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘非线性全过程数值分析方法,计算了钢筋混凝土不等肢T
、L
和十字
柱截面模型在多种工况下的截面曲率延性比。
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。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括延性折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特性,如屈服强度、延展度、极限抗张强度、硬度、弯曲性、冲击强度等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘采用非线性全过程数值分
法,计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。
声明:以上例句、词性分类均由互网资源自动生成,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。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括延性折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特性,如屈服强度、延展度、极限抗张强度、硬度、弯曲性、冲击强度等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘非线性全过程数值分析方法,计算了钢筋混凝土不等肢T
、L
和十字
柱截面模型在多种工况下的截面曲率延性比。
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。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括延
折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特,如屈服强度、延展度、极限抗张强度、
度、弯
、
击强度等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘采用非线
全过程数值分析方法,计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面
率延
比。
声明:以上例句、词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。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括
性折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特性,如屈服强、
、极限抗张强
、
、弯曲性、冲击强
等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘采用非线性全过程数值分析方法,计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率
性比。
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。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括延
折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定,如屈服强度、延展度、极限抗张强度、硬度、弯曲
、冲击强度等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘采用非线
全过程数值分析方法,计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下
截面曲率延
比。
声明:以上例句、词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。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系
主
包括延性折减系
和超强系
。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特性,如屈服强度、延展度、极限抗张强度、硬度、弯曲性、冲击强度等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘采用非线性全
值分析方法,计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。
声明:以上例句、词性分类均由互网资源自动生成,部分未经
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。
Abstract:The structural influencing coefficient includes ductility reduction factor and overstrength factor.
[提]结构影响系数主
包括延性折减系数和超强系数。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
由机械试验决定的特性,如屈服强度、延展度、极限抗张强度、硬度、弯曲性、冲击强度等。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘采用非线性全过程数值分析方法,计算了钢筋混凝土不等肢T
、L
和十
截面模型在多种工况下的截面曲率延性比。
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。