Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏心率约为0.9675。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏心率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可用来研究非定常流动条件下的推偏心特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、用通用有元
软件ANSYS建立了混凝土轴心和偏心受拉的有
元模型,进行
并得到了受拉构件的
图、变形图及开裂图,并与理论
结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受偏心剪
的普通螺栓连接计算方法 ,通过算例比较了按极
强度法和按目前工程设计中常用的弹性法计算的差别。
声明:以上例句、词性类均由互联网资源自动生成,部
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏心率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可来研究非定常流动条件下的推力偏心特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、有
元分析软件ANSYS建立了混凝土轴心和偏心受拉的有
元模型,进行分析并得到了受拉构件的应力云
、变形
裂
,并与理论分析结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受偏心剪力的普
螺栓连接计算方法 ,
过算例比较了按极
强度法和按目前工程设计中常
的弹性法计算的差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可用来研究非定常流动条件下的推力偏特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、用通用有元分
软件ANSYS建立了混凝土
偏
受拉的有
元模型,进行分
到了受拉构件的应力云图、变形图及开裂图,
与理论分
结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受偏
剪力的普通螺栓连接计算方法 ,通过算例比较了按极
强度法
按目前工程设计中常用的弹性法计算的差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏心率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法研究非定常流动条件下的推力偏心特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、通
有
元分析软件ANSYS建立
混凝土轴心和偏心受拉的有
元模型,进行分析并得到
受拉构件的应力云图、变形图及开裂图,并与理论分析结果进行
比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍强度法计算承受偏心剪力的普通螺栓连接计算方法 ,通过算例比较
强度法和
目前工程设计中常
的弹性法计算的差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可用来研究非定常流动条件下的推力偏特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、用通用有元分析软件ANSYS建立了混凝土轴
和偏
的有
元模
,
分析并得到了
构件的应力云图、变形图及开裂图,并与理论分析结果
了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承
偏
剪力的普通螺栓连接计算方法 ,通过算例比较了按极
强度法和按目前工程设计中常用的弹性法计算的差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星偏心率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可用来研究非定常流动条件下推力偏心特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、用通用有元分析软件ANSYS
立了混凝土轴心和偏心受拉
有
元模型,进行分析并得到了受拉构件
力云图、变形图及开裂图,并与理论分析结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受偏心剪力
普通螺栓连接计算方法 ,通过算例比较了按极
强度法和按目前工程设计中常用
弹性法计算
差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可用来研究非定常流动条件下的推特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、用通用有元分析软件ANSYS建立了混凝土轴
和
受拉的有
元模型,进行分析
得到了受拉构件的应
云图、变形图及开裂图,
论分析结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受
剪
的普通螺栓连接计算方法 ,通过算例比较了按极
强度法和按目前工程设计中常用的弹性法计算的差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏心率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可来研究非定常流动条件下的推力偏心特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、有
元分析软件ANSYS建立了混凝土轴心和偏心受拉的有
元模型,进行分析并得到了受拉构件的应力云
、变
开裂
,并与理论分析结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受偏心剪力的普
螺栓连接计算方法 ,
过算例比较了按极
强度法和按目前工程设计中常
的弹性法计算的差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明五面体双特徵曲线网格方法可用来研究非定常流动条件下的推力特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、用通用有元分析软件ANSYS建立了混凝土轴
和
受拉的有
元模型,进行分析并得到了受拉构件的应力云图、变形图及开裂图,并与理论分析结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受
剪力的普通螺
计算方法 ,通过算例比较了按极
强度法和按目前工程设计中常用的弹性法计算的差别。
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。
Halley's Comet has an eccentricity of about 0.9675.
哈雷彗星的偏率约为0.9675。
The pentahedral bicharacteristic curve grid can be applied to investigate the thrust misalignment characteristics in a unsteady flow.
证明双特徵曲线网格方法可用来研究非定常流动条件下的推
偏
特性。
The finite element models of axial tension member and eccentrical tension members are established with ANSYS finite element program.
4、用通用有元分析软件ANSYS建立了混凝土轴
和偏
受拉的有
元模型,进行分析并得到了受拉构件的应
云图、变形图及开裂图,并与理论分析结果进行了比较。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.
介绍了按极强度法计算承受偏
的普通螺栓连接计算方法 ,通过算例比较了按极
强度法和按目前工程设计中常用的弹性法计算的差别。
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。