1) contactstiffness matrix
接触刚度矩阵
2) contact matrix
接触矩阵
1.
This paper, with the Hausdorff metric, introduces the contact matrix and gives an effective method for computing the Hausdorff dimension of the boundaries of the self-similar tile.
在Hausdorff度量下,引入接触矩阵C,找到一种有效的方法来计算自相似tile边界的Hausdorff维数。
2.
Keesling s essay, they gave out an method to compete the Hausdorff dimension of the boundary of a self-similar tile:dim_H ((?)T) = logλ/logc1/c is the contraction factor and A is the largest eigenvalue of the contact matrix.
Keesling的文章[3]中，对自相似的tile给出了一个计算其边界Hausdorff维数的方法，既 dim_H((?)T)=logλ／logc 其中1／c为压缩因子，λ为接触矩阵C的最大特征值。
3) stiffness matrix
刚度矩阵
1.
Effect of structural vibration model and stiffness matrix on earthquake response;
结构振动模型和刚度矩阵对地震响应影响研究
2.
Analysis of behaviours of Rayleigh waves by stiffness matrix method;
瑞利波特性刚度矩阵分析方法
3.
Element stiffness matrix and modified coefficients for circular steel tubes with tapered ends;
双锥型圆钢管的单元刚度矩阵及修正系数
4) Rigid matrix
刚度矩阵
1.
Discussion on the structural vibration model and rigid matrix of elastic-plastic time history analysis
弹塑性时程分析中结构的振动模型及刚度矩阵
2.
The elasto-plastic rigid matrix of three- dimensional beam element is deduced,It realizes elastic-plastic dynamic analysis of the real three- dimensional concrete-filled steel tubular arch bridge.
利用弹塑性理论建立了钢管混凝土三维梁单元动力分析的弹塑性刚度矩阵,从而实现了钢管混凝土拱桥结构的真三维弹塑性时程分析。
5) rigidity matrix
刚度矩阵
1.
The analysis and calculation of slab′s rigidity matrix after cracking;
板开裂后刚度矩阵的分析与计算
2.
After the rigidity matrix calculations, the FEM analysis program ANSYS is used to create models, with the truss structure and box cross-sectioned cantilever board beam as models.
在完成结构刚度矩阵计算的前提下,以桁架结构和矩形截面悬臂板为模型,利用有限元程序ANSYS进行建模,分析了不同类型的结构在温度变化作用下的响应,从而得知温度变化对桁架结构的模态参数影响不大,而对矩形截面悬臂板梁的模态参数有一定的影响。
3.
The lateral deformation of multistory frame structure may mainly be shearing displacement between stories,and shearing model between stories may frequently be adopted in analysis of rigidity matrix.
多层框架结构侧向变形主要为层间剪切变形,其刚度矩阵常采用层间剪切模型;高层框架结构,由于框架梁对框架柱约束作用相对较弱,其侧向变形常包含有层间剪切和弯曲两种成分,因此刚度矩阵可采用层间弯剪模型。
6) Stiff matrix
刚度矩阵
1.
The stiff matrix of cable truss structure is deduced and program is compiled.
介绍了常见的点支承玻璃幕墙的柔性支撑体系———索桁架结构单元形式 ,推导了索桁架的刚度矩阵 ,并编制了程序。
2.
Considered the P effect in dynamic analysis of multiple freedom degree system,a revised assemblage stiff matrix was deduced using the idea of hypothetical horizontal load in static analysis.
针对高层建筑动力分析中较多采用的层间剪切模型，考虑ＰΔ效应的影响，推导出多、高层建筑动力分析时修正后的整体刚度矩阵。
3.
During dividing elements and deriving unit stiff matrix,the key is the connector, Dealing with the connector as independent special element according to its two main fumction,function,a successful result can be obtained.
在划分单元和推导单元刚度矩阵时，关键是连接件，个按其两大功能特征作为独立的特殊单元处理，结果是成功的。
补充资料：JPZ型三向等刚度橡胶减震器
分子式：
CAS号：
性质：JPZ-type tridirective equal rigid rubber mounting 橡胶减震器的一种。具有x、y、z三个方向等刚度、等自震频率。按负荷大小可分为JPZ-1、JPZ-2两种型号。由中央金属芯柱、伞形金属罩及橡胶连接而成，模压法生产。可满足导弹控制仪等设备的隔震和抗冲击要求。
CAS号：
性质：JPZ-type tridirective equal rigid rubber mounting 橡胶减震器的一种。具有x、y、z三个方向等刚度、等自震频率。按负荷大小可分为JPZ-1、JPZ-2两种型号。由中央金属芯柱、伞形金属罩及橡胶连接而成，模压法生产。可满足导弹控制仪等设备的隔震和抗冲击要求。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条