hysteretic properties造句

• 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。
• Regarding the hysteretic properties and time - varying of the system , the scan round performance of the controller , adopt incremental pid algorithm in constant - pressure controlling and combine it with the integral - separated dead - zone algorithm as appropriate for the situation of the measuring system and applies fuzzy self - tuning to control pid controller parameters
  由于系统的滞后时变性和控制器的循环扫描工作方式,恒压控制采用增量式pid控制算法,结合测量系统实际情况加入积分分离带死区改进算法,并对pid参数进行模糊自整定控制,设计了一种参数自整定模糊pid控制器。
• Based on the model experiment of 9 normal - strength concrete specimens and 12 high - strength concrete specimens in this case , the hysteretic property and seismic performance of normal - strength and high - strength concrete frame column are analyzed , and factors that affect the seismic performance of combined torsion member are also studied . in this paper , seismic performances of reinforced concrete members are discussed
  在9根普通混凝土、 12根高强钢筋混凝土框架柱在双向压弯剪反复扭矩复合作用的模型试验研究的基础上，对普通和高强混凝土框架柱的抗震特性和滞回特性进行了分析，研究了各影响因素对钢筋混凝土复合受扭构件抗震性能的影响。