1) brace stiffness
支撑刚度
1.
The influence on the reducing seismic performance of the structure is compared and analyzed when the steel brace choose the different brace stiffness.
结合工程实例,对多层钢筋混凝土框架结构进行了分析,考虑非线性粘滞阻尼器斜撑的施加对结构地震反应的影响,并根据计算结果研究了支撑刚度对阻尼器减震效果的影响,所得结果可为粘滞阻尼器支撑结构的设计提供依据。
2.
Based on the control loss factor of viscoelastic damper,the reasonable value range of brace stiffness is put forward.
粘弹性阻尼器以支撑型式安装在结构上,支撑刚度大小直接影响到阻尼器的消能效果,从阻尼器损耗因子的角度出发,推导了支撑刚度应满足的条件,给出了合理的取值范围。
3.
The method has been used to investigate the influences of the brace stiffness and the viscous dampers parameters on vibration reduction effects.
利用本方法研究了支撑刚度及阻尼器参数对非线性粘滞阻尼器减振效果的影响。
2) support stiffness
支撑刚度
1.
For analyzing and enhancing dynamics performance of high-speed spindle of NC winding machine,based on finite element method,using ANSYS,the dynamics performance of the high-speed spindle of SKR-4DQ NC winding machine was analyzed,while taking support stiffness and spindle parts into account.
为了分析并提高数控绕线机高速主轴单元的动态性能,以转子动力学有限元理论为基础,以ANSYS有限元分析软件为平台,在考虑支撑刚度和轴系零件的情况下,对SKR-4DQ型全自动数控绕线机主轴单元进行了动力学分析,得出了在不同的支撑刚度下,其高速主轴单元的前3阶振型和固有频率;分析了不同的支撑刚度对主轴固有频率的影响。
2.
The relationship of ultimate capacity and support stiffness is analyzed and discussed deeply.
对于设置了支撑的框架结构 ,并且各柱的u(u =kl)不全相等时的稳定性问题进行了研究 ;对临界荷载和支撑刚度的关系进行了深入分析和探讨 ;分析了荷载不对称的影响。
3) bracing stiffness
支撑刚度
1.
Lastly,the issue of bracing stiffness is discussed.
最后,讨论了支撑刚度问题。
2.
The relation among pipe diameter,bracing stiffness and natural frequency was founded.
并得出了管径、支撑刚度和固有频率的定量关系以及形状记忆合金管接头形状和应力分布的关系等结果。
4) launcher support stiffness
发射管支撑刚度
5) threshold bracing stiffness
临界支撑刚度
6) stiffness of support system
支撑系统刚度
1.
The relationship between the largest surface settlement around deep excavation and the location of the largest surface settlement with the depth of excavation,the insertion ratio of retaining structure and the stiffness of support system and the stability factor of resist upheaval are analyzed.
分析了基坑周围地表最大沉降值及其所在位置与基坑开挖深度、围护结构插入比、支撑系统刚度、抗隆起稳定系数之间的关系,结果表明:随着开挖深度的增加,地表最大沉降呈现减少的趋势;支撑系统刚度对地表最大沉降的影响较大,基坑周围地表沉降随着围护结构最大侧移的增加而增大,相关关系明显。
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