扭转反应的英文
torque response
例句与用法
- According to the basic theory of structural vibration control , the viscous dampers are set in orthogonal directions to control the translation - torsion response of the eccentric structure under earthquake actions
根据结构振动控制的基本理论，提出在结构的两正交方向同时设置粘滞阻尼器以控制结构的平动反应和扭转反应。 - An improved distribution method of the horizontal lateral forces to the planar structures and a new one to the structures with torsional responses are presented . the example of the pushover analysis testifies the validity and feasibility of the studied distribution method , and the potentiality of the use of static pushover analysis method to irregular structures is also proved . the capacity spectrum method of the structural performance evaluation is discussed in this paper
对钢筋混凝土结构静力推覆分析( push ? over )的研究，主要讨论了静力推覆分析中水平侧向力的分布形式，提出了一种平面结构的改进水平侧向力分布形式和楼层平面出现不可忽略扭转反应的空间结构的水平侧向力分布方法，并用推覆分析实例验证了所提出的水平侧向力分布形式的正确性和可行性以及静力推覆分析适用于不规则结构的可能性，同时也验证了结构变形控制抗震设计方法的合理性。 - In the end , the paper sums up the calculation results , and reviews the whole performance of this type of structures under earthquake actions . except that , it reviews the structures " security about the translation - and - torsion coupling response under the fortification and rare seismic actions , and gives a primary evaluation ; it also discusses some characters of the structures " three - dimensional nonlinear response of torsion under earthquakes
通过对分析结果的归纳整理，考察了按照新规范设计的这一类不规则框架结构的总体抗震性能；验证了结构各自在中震和大震作用下抗扭设计方法和措施的安全性，对结构在平?扭耦联振动下能否达到“中震可修” 、 “大震不倒”的抗震设防目标进行了初步评价；同时也对这一类不规则钢筋混凝土框架结构在地震作用下的三维非线性动力扭转反应规律作了初步的探讨。 - In order to investigate the seismic torsional response of base - isolated structures with frame - shear walls , the lateral - torsion coupling vibration model and the corresponding motion equation are formulated for the high - storey structure with frame - shear wall and isolated foundation under seismic action
摘要为了研究框架剪力墙基础隔震结构的地震扭转反应，建立了地震作用下高层框架剪力墙基础隔震结构的平移扭转耦联振动模型和运动方程，分析了单轴偏心基础隔震结构的平移扭转耦联地震响应，并探讨了不同偏心率下隔震结构的地震反应。 - Besides , the method and control principle for testing substructures in a single - story frame system under loading due to eccentric lateral responses of superstructure to earthquake motion is presented . several validated simulation tests have been conducted successfully . additionally , the method and control principle for testing substructures in a
另外,通过分析单层框架单向偏心的地震扭转反应,提出了考虑扭转影响的结构远程协同拟动力试验方法,同时编制相应的程序进行了验证性的结构远程模拟试验。
