非弹性变形的英文

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"非弹性变形"怎么读用"非弹性变形"造句

英文翻译手机版

inelastic deformation
inelastic strain
nonelastic deformation

"非"英文翻译 mistake; wrong; errors
"弹性变形"英文翻译 elastic-deformation
"半弹性变形" 英文翻译 : semi-elastic deformation
"超弹性变形" 英文翻译 : hyperelastic deformation
"弹性变形" 英文翻译 : compliance; compliancy; elactic deformation; elastic deflection; elastic deformation; elastic strain; non equilibrium flow; non equilibrium pumping test; nonpermanent deformation; non-residual deformation; recoverable deformation; resilient deformation; temporary set
"弹性变形层" 英文翻译 : elastically deformed layers
"弹性变形功" 英文翻译 : recoverable strain work; resilience work of deformation
"弹性变形量" 英文翻译 : amount of elastic deformation
"缓弹性变形" 英文翻译 : delayed elastic deformation
"静弹性变形" 英文翻译 : static elastic deformation
"热弹性变形" 英文翻译 : thermodynamic distortion; thermoelastic distortion
"粘弹性变形" 英文翻译 : viscoelastic deformation; viscoelastic strain
"滞弹性变形" 英文翻译 : anelastic deformation; delayed elastic deformation
"【无线电】弹性变形。" 英文翻译 : elastic deformation
"弹性变形断裂" 英文翻译 : elastic break down
"弹性变形范围" 英文翻译 : elastic rang; regime of elastic deformation
"弹性变形恢复" 英文翻译 : resilient-elasticityrecovery
"弹性变形极限" 英文翻译 : elastic deformation limit
"弹性变形曲线" 英文翻译 : elastic curve
"弹性塑性变形" 英文翻译 : elastoplastic deformation
"空气弹性变形" 英文翻译 : aeroelasticity
"理想弹性变形" 英文翻译 : ideal elastic deformation
"受阻弹性变形" 英文翻译 : blocked elastic deformation
"瞬间弹性变形" 英文翻译 : immediate elastic deformation
"纸的弹性变形" 英文翻译 : rheology of paper

例句与用法

Once the structures step into inelastic work state , the earthquake input energy is dissipated by the damp and inelastic distortion
结构一旦进入非线性阶段，其地震总输入能主要由结构的非弹性变形和阻尼来耗散。
Under strong seismic ground movement , after the reinforced concrete bridge columns undergo inelastic deformations , the section happened serious failures and seismic shear strength and stiffness degrade rapidly
在强烈地震作用下，钢筋混凝土桥墩经历多次非弹性变形后，混凝土截面发生严重破坏，导致强度和刚度迅速下降，墩柱抗剪能力较静力荷载作用下有很大的区别。
Eccentrically braced frames ( ebfs ) combines the strength and stiffness of concentrically braced frames ( cbfs ) with the inelastic behavior and energy dissipation of moment - resisting frames , especially inelastic deformation of link absorbs seismic energy
偏心支撑框架结合了中心支撑框架的强度、刚度高和普通抗弯框架的延性、耗能性能好的优点，通过耗能梁段的非弹性变形耗散大量输入结构的地震能量。
In fact , the investigation of earthquake disaster shows that it is true . first , there are inelastic deformations of structures after intensive earthquake . second , there are permanent deformations of structures after intensive earthquake
事实上，震害调查结果表明，结构物在强烈地震作用下，确实曾进入非线性工作状态，具体表现有：裂缝或其它形式的非弹性变形发生、经历地震后有永久变形存在等等。
The use of equation provided by codes implies that some inelastic panel zone distortion is expected at the predicted strength , and therefore the panel zone is expected to contribute to energy dissipation in a controlled manner during severe seismic loading . the finite element models utilized in this study , and analysis and results are hoped to be some proof for the code modification
由于节点域受剪变形，参与了能量耗散，其非弹性变形增加了钢框架的侧向位移，各国对此进行了很多研究；本文将节点区变形分解为梁、柱和节点域的变形，并推导出了计算公式，从公式中可以看出各部分对侧移的贡献。
For example , when magnetic material being pressed , magnetic domain , direction and strength of spontaneous magnetization will vary . this phenomenon is called effect of pressing magnet . whichever rearrangement of magnetic domain or direction change of spontaneous magnetization will induces extra shape change of material
如对铁磁材料施加应力时，往往会导致磁畴、自发磁化方向和强度发生变化，这一现象称之为压磁效应，由于得益于压磁效应的作用，不论是磁畴重新排列还是自发磁化方向发生变化都会引起材料额外的形变，因此在一定应力的作用下铁磁材料能产生非弹性变形。
Then at the elastic - plastic state taking advantage of the brace and eccentric distant , we can control the inelastic deformation of the braced frame . the reinforced concrete frames with eccentric brace conform with the earthquake - resistant principle and its seismic properties have improved remarkably . during the lowly circular and repeated loading , the load - bearing , deformation , and ductility of the eccentrically braced reinforced concerete frames were measured
偏心支撑钢筋砼框架的设计意图是当结构在抵抗外力作用时，在弹性阶段结构有较高的抗侧刚度，而当结构进入弹塑性阶段时，利用支撑和耗能段梁的变形使结构的非弹性变形可控，体现了抗震结构“先刚后柔”的原则，使钢筋砼框架的抗震性能得到有效地改善。