2) Stiffness degradation
刚度折减
1.
The "element disappear" technique is abandoned and the stiffness degradation of matrix and yarns are both in particular orientations.
分析中抛弃了以往损伤研究中采用的"单元消失"技术,对破坏的基体单元和纤维束单元均按特定方向进行刚度折减。
3) stiffness reduction
刚度衰减
1.
A complete parabolic shear lag analysis containing delamination damage induced by transverse cracks was therefore proposed and applied to predict the stiffness reduction by transverse cracking of materials.
并依此模型对材料刚度衰减进行了计算 ,并与不包含分层损伤的完全抛物线模型及不完全的线模型进行了比较 。
4) stiffness degradation
刚度衰减
1.
A new stiffness degradation model and test methods were introduced.
采用叠层的增量本构关系 ,模拟层合板壳结构的损伤过程 ,建立了损伤后刚度衰减模型及刚度退化准则 ,并通过实验确定了刚度衰减系数。
2.
As an example, the stiffness degradation for cracked(- θ m/90/+θ m ) S laminates is studied.
本文作者对含非正交各向异性铺层的约束开裂复合材料层板，提出用分解刚度的方法建立本构关系；给出分解后耦合问题的控制微分方程；作为特例，研究了（－θｍ／９０ｎ／θｍ）Ｓ开裂层板的刚度衰减。
5) reduction of rigidity
减刚度
1.
The principle of controlling the plane precision of the sheet by zone balancing and symmetrical reduction of rigidity is proposed.
分析了网孔大薄板在机械加工过程中的受力和各种变形，提出了控制加工平面度的分区均衡对称减刚度工艺原则，并在实践中得到验证。
6) stiffness reduction
刚度折减
1.
The iterative calculation method of stiffness reduction for steel-concrete with cracks was obtained.
针对双曲拱桥普遍开裂状况,基于截面平衡法原理,通过建立开裂截面内部平衡方程,并结合有限元通用程序,推导出钢筋混凝土开裂截面刚度折减的迭代计算方法。
2.
Based on evaluation of the basic principle and error of the modal pushover analysis method,an improved method is suggested by selecting rational values of stiffness reduction parameters of beams and columns in a reinforced concrete frame corresponding to the global target displacement ductility ratio.
在对Modal Pushover方法的原理及误差进行评价的基础上,结合与整体目标位移延性系数相对应的钢筋混凝土框架构件刚度折减系数的合理取值,提出了Modal Pushover的改进方法。
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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