SDOF model is applied to analyze the body kickoff under blast shock vibration.
采用单自由度模型研究了爆炸冲击振动下人体抛离问题。
These conclusions have some significance for the study and design of suspended SDOF gyrocompass restrained by PMB.
该结论对单自由度陀螺罗盘的理论研究与设计具有重要的意义。
This paper introduces a steel frame model PSD test carried out by the equivalent SDOF substructural PSD test method.
本文主要介绍在我院力学-结构试验中心首次进行的钢框架子结构伪动力试验。
Finally, the effects of the parameters on the response and first excursion probability of a SDOF linear system are discussed.
分析了这些参数对线性单自由度体系的均方响应及首超概率的影响。
In this paper, SDOF magnetic levitation system was established as a model, the stability of the magnetic levitation ball system.
本文以单自由度的磁悬浮球系统为模型，对磁悬浮球系统的稳定性做了深入研究，并给出了数字控制器的解决方案。
A parameter study is carried out with input energy spectra of linear SDOF system under earthquake ground excitation in this paper.
本文按照反应谱理论的思路建立了线性单自由度体系的地震动输入能量谱。
The influence parameters, including the parameters of the SDOF systems and the ground motions, on the input energy spectrum are investigated.
首先研究了SDOF系统参数和地面运动参数对弹性地震输入能量谱的影响。
The nonlinear dynamic analysis to SDOF function of the back-rest system can be benefit for engineering design and improvement of weaving technology.
本文针对后梁系统单自由度运动方程的非线性振动分析对工程设计、织造工艺改善有一定理论意义；
In order to study the response of structures with steel BRBs, substructure pseudo-dynamic tests were performed on frame with a single degree of freedom(SDOF).
为研究装有防屈曲钢支撑阻尼器的框架在地震作用下的动力反应，对一个单自由度框架结构进行子结构拟动力试验。
Based on the dynamic equation, the equivalent method from MDOF to SDOF and equations of the capacity spectra and the demand spectra theories are deduced in detail.
根据动力方程详细推导了多自由度体系等效为单自由度体系的等效方法以及能力谱和需求谱的理论计算公式。
Based on the seismic energy formula of single degree of freedom (SDOF) system total input seismic energy, hysteretic dissipated energy and damping energy can be obtained.
本文建立了单自由度体系(SDOF体系)在地震作用下的能量反应公式。
It is shown from pure numerical simulations for a SDOF system with and without CTLD control that the CTLD can effectively control the acceleration response of a structure.
对一个单自由度结构有CTLD控制和无ctld控制时的加速度响应进行了精确数值求解，结果验证了CTLD能够有效地控制结构在地震作用下的加速度响应。
The earthquake input energy spectrum of elastic single degree of freedom(SDOF) system under a world-wide ensemble of 40 earthquake records of different site types are studied.
本文以4种场地土条件下40条强震记录为输入，对弹性单自由度（SDOF）系统的地震输入能量谱进行了研究。首先研究了SDOF系统参数和地面运动参数对弹性地震输入能量谱的影响。
Based on the double control damage criterion and index of the linear function of the maximum deformation and cumulative hysteretic energy, the collapse of the SDOF structures is analysed.
基于最大变形和累积耗能线性组合的双重破坏准则及破坏指标，对单自由度结构进行了倒塌分析。
Because the restraint of PMB (permanent magnetic bearings) is the elastic restraint, suspended SDOF gyrocompass restrained by PMB, in fact, is not SDOF gyrocompass, but two DOFS gyrocompass.
考虑到永磁轴承约束为弹性约束，永磁轴承约束的悬挂式单自由度陀螺罗盘实质为永磁轴承约束的悬挂式二自由度陀螺罗盘。
The response acceleration and its maximum of a package with SDOF have been calculated according to the transient oscillation theory and response reiterative effects under impetus of repetitive shocks.
根据瞬态振动理论和重复冲击下响应迭加效应，计算单自由度包装件的响应加速度及其最大值。
The response acceleration and its maximum of a package with SDOF have been calculated according to the transient oscillation theory and response reiterative effects under impetus of repetitive shocks.
根据瞬态振动理论和重复冲击下响应迭加效应，计算单自由度包装件的响应加速度及其最大值。
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