| 1. | Analysis of structural dynamic response for variable stiffness by wavelet packets technique
基于小波包技术的变刚度结构动力响应分析 |
| 2. | Probability density evolution method for analysis of stochastic structural dynamic response
随机结构动力反应分析的概率密度演化方法 |
| 3. | Study on effect of 3d load components of blasting vibration on structural dynamic response
爆破地震动三向荷载分量对结构动态响应研究 |
| 4. | Parallel analysis system for structural dynamic responses based on high accuracy direct integration method
基于精细时程法的结构动力响应并行分析系统 |
| 5. | The procedure of using structural dynamic response to idenfity parameters and inverting the input history simultaneously is called composite inversion
摘要利用结构的动力响应同时识别结构物理参数并反演输入过程的工作称为复合反演。 |
| 6. | To forecast structural dynamic response , realize vibration control state evaluation and health monitor , the first thing is to know the structural dynamic characteristic in detail
要对建筑结构进行动力响应预测、振动控制和结构状态评估及健康监测，首先必须详细了解结构的动力特性。 |
| 7. | Although two simple models of structural analysis models , namely multi - storey shear type and member model , are set up , it is proved that simulink show great dominance in simulation of structural dynamic response , especially in vibration control
本文所做的工作虽然仅实现了结构分析模型中较简单层间模型和平面杆系单分量模型的非线性地震反应仿真，但已足以体现出simulink用于结构动力仿真和结构振动控制的优越性。 |
| 8. | This paper introduce simulink to simulation of structural nonlinear seismic responses innovative , working on regulation and dominance of simulation of structural dynamic response of simulink based on muti - storey shear - type model and member model , and set up basic block of structural dynamic response to pave the way for wide analysis of structural dynamic response , especially vibration control
本文开创性地将simulink引入结构非线性地震反应仿真中，以层间剪切模型和平面杆系模型为对象，努力探讨simulink用于结构动力仿真的规律并发掘其优势，编制结构动力仿真的基础性模块，为逐步实现更广泛的结构动力分析尤其是结构的振动控制奠定基础。 |
| 9. | The stochastic structure and stochastic intelligent truss structure are taken as research object in this paper . the analytical model and method of the structural dynamic characteristic are investigated . when the applied forces are random excitation or random process ( stationary random process or non - stationary random process ) excitation , the structural dynamic response , the active vibration control for the intelligent structure , the optimal placement of the sensor and the actuator and the optimization of the feedback gains of the closed loop control system for the intelligent structure , and the effects of the structural parameters on the active vibration control et al are all studied systemically
本文以随机结构和随机智能桁架结构为对象，对结构动力特性分析模型与求解方法进行了研究；对结构在随机力或随机过程（平稳随机过程或非平稳随机过程）激励下，结构的动力响应、结构的振动主动控制、智能结构中作动和传感元件配置位置与闭环控制系统增益优化、结构参数对振动主动控制效果的影响等问题开展了全面而系统的研究。 |
