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inelastic deformation meaning in Chinese

非弹性变形
非弹性形变

Examples

  1. 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。
  2. 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。
  3. 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。
  4. Eccentrically braced steel frames are a lateral load - resisting system which apply high intensity area and it can provide the high elastic stiffness that met higher steel building drift requirement . the links of eccentrically braced steel frames sustain large inelastic deformation without loss of strength under severe earthquake loading which demonstrate excellent energy - dissipation capacity and ductility
    在罕遇地震时,由于耗能梁段屈服进入塑性,结构有很强的耗能能力和延性,是适用于高烈度震区的一种有效的抗侧力结构体系。
  5. 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。

Related Words

  1. inelastic
  2. inelastic compaction
  3. inelastic range
  4. inelastic phenomenon
  5. inelastic removal
  6. inelastic moderation
  7. inelastic neutron
  8. inelastic attenuation
  9. inelastic diffraction
  10. inelastic deflection
  11. inelastic cross section
  12. inelastic deflection
  13. inelastic demand
  14. inelastic diffraction
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