Chinese translation for "stiffness degradation"

刚度降低

Related Translations:

extensional stiffness:  延伸劲度

shoulder stiffness:  肩僵硬

reference stiffness:  标准劲度

translational stiffness:  侧移功度

angular stiffness:  角刚度

lateral stiffness:  横向刚度横向刚性

radial stiffness:  (车轮)径向刚度径向刚度

average stiffness:  平均劲度

vertical stiffness:  垂直刚度

yaw stiffness:  方向安定性方向稳定性抗偏离能力

Example Sentences:

	1.	The experimental results show that the seismic behavior of strengthened joints is improved significantly by the scheme , which successfully enhances the shear capacity by about 22 % , transforms the failure mode to be ductile , raises the ductility coefficient over 4 , delays the strength degradation and stiffness degradation , and upgrades the energy dissipation capacity 试验结果表明：加固能够有效地提高节点的极限受剪承载力22 %左右，改变节点的破坏模式为梁端延性破坏，提高节点的延性系数到4以上，改善节点的承载力退化和刚度退化，提高节点的能量耗散能力，从而显著改善了梁柱节点的抗震性能。
	2.	By low - cycle and reverse horizontal loading test , their properties including strength property , deformation property and energy property are studied . we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation . lastly , based the data got from the test , this paper analyses and value the seismic behavior of every members 在试验基础上，研究了轴心受压构件的承载力计算和稳定问题；研究了低周反复水平加载条件下，弯剪构件和整体空心墙板的强度、变形、能量特性；轴压构件的荷载特征值；弯剪构件和整体空心墙板的滞回曲线、骨架曲线、延性等参数；从强度、变形和能耗等方面判别和鉴定各构件的抗震性能，对各个构件给出了试验的结论、评价。
	3.	3 . the performance of staggered joints is similar to ordinary joints ' , not only about the plump of hysteresis curves , energy dissipation , but also the time , the rapidity of shear resistance decrease and the degree of joints stiffness degradation . only the displacement ductility coefficient in staggered joints is little smaller than in ordinary joints 错层节点的抗震性能比普通节点的抗震性能基本差不多，不管是从梁端滞回曲线的饱满程度、耗能系数，还是从节点承载力降低的早晚、快慢、节点刚度退化的程度上来说，都是这样，唯有错层节点的位移延性系数，要比普通节点的稍差一些。
	4.	Secondly , by low - cycle and reverse horizontal loading test , their properties including strength property , deformation property and energy property are studied . we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation . at last we analyze the destroy principle and affection reasons of hollow shear wall of r . c with vertical seams in different height and loading measures , we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r . c 首先运用ansys有限元程序分析弹性阶段水平外荷载施加后，带竖缝钢筋砼空心剪力墙板内应力分布及变形情况，再在试验数据的基础上，研究低周反复水平加载条件下，各试件的强度、变形、能量特性；各试件的荷载特征值；各试件的滞回曲线、骨架曲线；延性及刚度退化等参数；最后，分析了不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板的破坏机理和承载力影响因素，并给出不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板承载力计算公式及设计建议。
	5.	The mechanic character , destroying pattern , the ductile and dissipation energy capacity of this composite structure under the earthquake have been clarified . the stiffness degradation , natural frequency , damping ratio of this structural system with the development of intensity of earthquake have also been investigated . with consideration of the top displacement , drift of story and micro - strain of longitude steel bars , the equivalent shell wall method has been presented in order to simplify the design of such type structure 通过试验，掌握了该结构体系在水平地震荷载作用下的受力特点、变形与耗能性能、结构的破坏形态等力学指标：得到了结构在不同地震烈度条件下的刚度变化、自振频率、阻尼比等动力特性；综合结构的顶点位移、层间转角以及钢筋的微应变，提出了适合于该结构体系简化设计的“等效剪力墙法” 。
	6.	An experimental program which includes lots of unidirectional laminae is conducted using t300 / bmp - 316 material for researching the static and fatigue behaviour of the unidirectional ply . the experimental research for mechanical behaviour of a unidirectional lamina is to set up expressions of the normalized fatigue life , the residual strength degradation and the residual stiffness degradation of a unidirectional ply in the longitudinal , transverse and in - plane - shear directions , which also verifies the fact of nonlinear shear stress - strain behavior of a unidirectional ply in the 1 - 2 planes 其中:分别对材料t300 / bmp - 316单向层合板纵向、横向及面内剪切静载力学性能及疲劳特性进行了试验研究,并采用最小二乘法拟合得到各主方向正则化疲劳寿命表达式,以及单层板各主方向疲劳加载剩余刚度退化表达式及剩余强度退化表达式;试验同时验证了单向层合板1 - 2面上明显的剪切应力应变非线性关系。

Similar Words：

"stiffness condition" Chinese translation, "stiffness constant" Chinese translation, "stiffness control" Chinese translation, "stiffness criterion" Chinese translation, "stiffness curve" Chinese translation, "stiffness equation" Chinese translation, "stiffness factor" Chinese translation, "stiffness in flexure" Chinese translation, "stiffness in shoulder" Chinese translation, "stiffness in torsion" Chinese translation