非弹性变形 meaning in English
inelastic deformation
inelastic strain
nonelastic deformation
Examples
- 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。