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。
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,
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的截面曲率延
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
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
、延展
、极限抗张
、硬
、弯曲
、冲
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
种工况下的截面曲率延
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
主
包括延性折减
和超强
。
Properties determined by mechanical testing, such as yield strength, ductility, ultimate tensile strength, hardness, bendability, impact strength, etc.
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
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:以上句、词性分类均
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、弯曲
、
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、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
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
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.
[]
构影响
主
包括延性折减
超强
。
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
值分析方法,计算了钢筋混凝土不等肢T形、L形
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、延展
、极限抗张强
、
、
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
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。