hysteretic properties meaning in Chinese
滞后性能
Examples
- According to hysteretic properties under low - cyclic loading and some other suggestions , the moment - curvature restoring force computation model of unbonded partially prestressed concrete section , which considering the ppr , is given
此外由于施加了预应力，使得该结构具有良好的恢复力特性。本文还根据试验结果和相关参考文献提出了考虑不同预应力度的预应力扁梁截面弯矩?曲率恢复力计算模型。 - Based upon the experimental study , the stiffness and its attenuation , bearing capacity , ductility , hysteretic property , energy dissipation and failure phenomena of each shear wall with different design parameters are contrastively analyzed and the seismic mechanism of this new shear wall has been opened out
对各不同设计参数剪力墙的承载力、刚度及其衰减过程、延性、滞回特性、耗能能力和破坏特征等进行了较系统的分析,揭示了其抗震机理。 - Based upon the experimental study , the stiffness and its attenuation , bearing capacity , ductility , hysteretic property energy dissipation and failure phenomena of each shear wall with different design parameters are contrastively analyzed and the seismic mechamism of this new shear wall has been opened out
通过试验,对各不同设计参数剪力墙的承载力、刚度及其衰减过程、延性、滞回特性、耗能能力和破坏特征等进行了较系统的分析,揭示了其抗震机理。 - The aseismatic behaviors of the two frames are analyzed and compared , with emphases on failure mechanism , hysteretic property , displacement ductility , energy - dissipation capacity as well as stiffness degeneration , etc , to find the influence of steel - fiber concrete to the aseismatic behaviors of the prestressed concrete flat - beam frame structures
计算机仿真模拟结果和试验结果的比较发现，在框架的开裂破坏形态、极限承载力等方面基本吻合。该研究成果可为扁梁框架结构体系的设计和有关规范的增补提供依据，具有很好的应用前景。 - The low - cyclic reversed loading tests of two unbonded partially prestressed concrete frames with different ppr have been carried out . the aseismic behaviors are analyzed and compared , with emphases on failure mechanism , hysteretic property , displacement ductility , energy - dissipation capacity as well as stiffness degeneration , etc . the results show , when designed rationally , the unbonded partially prestressed concrete frames can form beam hinge energy - dissipation machine and total destroy mechanism
通过两榀不同预应力度的无粘结部分预应力混凝土扁梁框架结构的低周反复荷载试验，分析研究了无粘结部分预应力混凝土扁梁框架结构的破坏形态、滞回特性、位移延性、耗能能力、承载力及刚度退化等抗震性能。