某型运载火箭地震响应分析及减震设计

竖立状态的运载火箭一旦遭遇地震,极易造成箭体倾倒等灾难性后果。为了确保运载火箭在地震中的安全,针对某型运载火箭,采用时程分析法对其进行地震响应分析,得到了火箭的弯矩、位移响应峰值沿箭体纵向的分布规律。分析了火箭关键位置处弯矩响应的频域特性,设计了火箭的减震措施,并分析了火箭与发射台的连接刚度、隔震支座刚度对火箭地震响应的影响规律。结果表明:火箭弯矩响应的最大值发生在靠近火箭尾段的位置,位移响应的最大值发生在火箭头部位置;改变火箭与发射台连接刚度以及在发射台底部加装隔震支座的方式可以有效地减小火箭的地震响应。     

Military Spending and Economic Growth: The Case of Iran

Over the last decade, the Iranian Government budget on military has been higher than the average of the world. The current increasing international sanctions aim to reduce the military capabilities and capacities of the Iranian Government. We analyze the response of the Iranian economy to shocks in its military budget from 1959 to 2007, using impulse response functions and variance decomposition analysis. The Granger causality results show that there is unidirectional causality from the military spending growth rate to the economic growth rate. The response of income growth to increasing shocks in the military budget is positive and statistically significant.     

一类具有时滞和Gompertz增长率的捕食系统的稳定性与Hopf分支

研究一类具有时滞和Gompertz增长率的捕食系统,通过分析系统的特征方程,得到正平衡点的局部稳定性和系统出现Hopf分支的条件,并利用中心流形定理和规范型理论,得到确定Hopf分支方向和分支周期解稳定性的计算公式．     

SWATH船纵向运动性能分析

根据切片理论编制了SWATH船在规则波及不规则波中的纵向运动理论预报程序.分析了航速对SWATH船在不规则波中迎浪纵向运动响应的影响规律.并研究了鳍的位置、尺度、组合形式对SWATH船纵向运动性能的影响.结果表明,中高速航行有利于发挥SWATH船优越的耐波性;增大鳍的尺度、使用艏艉组合鳍能提高SWATH船在不规则波中的纵向运动性能.     

一类具免疫时滞的HIV模型的动力学性态分析

研究一类具有时滞和免疫反应的HIV模型。首先通过分析特征方程研究了平衡点的局部稳定性以及Hopf分支的存在性。然后利用规范型理论和中心流行理论得到了确定Hopf分支方向和分支周期解稳定性的计算公式。接着讨论了无病平衡点的全局稳定性。最后通过数值模拟说明了所得理论结果。     

基于网络分析法的弹药生产响应能力影响因素

针对未来战场对弹药需求动态、突发、受任务冲击影响等特点,提出弹药生产响应能力概念,建立了任务冲击条件下弹药生产响应能力影响因素的指标体系。运用网络分析法,建立典型结构的弹药生产响应能力影响因素的网络模型,得出弹药生产响应能力的关键影响因素,为弹药生产响应能力分析与提高提供了科学研究方法。     

磁流变阻尼器响应时间仿真与试验研究

响应时间是磁流变阻尼器（Magnetorheological Damper,MRD）重要性能指标之一。为分析MRD响应时间及影响因素,建立了MRD动态响应模型,提出了一种基于Ansoft和Adams联合仿真分析MRD响应时间的方法,并通过仿真与试验相结合的方法分析了阶跃电流幅值、活塞运动速度以及系统刚度等因素对MRD响应时间的影响。仿真结果和试验数据表明：MRD响应时间随活塞速度和系统刚度的增大呈减小趋势,随阶跃电流幅值的升高呈增大趋势。同时证明通过联合仿真分析MRD响应时间和影响因素的方法是有效的。     

Force chains based mesoscale simulation on the dynamic response of Al-PTFE granular composites

Force chains based mesoscale simulation is conducted to investigate the response behavior of aluminum-polytetrafluoroethylene (Al-PTFE) granular composites under a low-velocity impact. A two-dimensional model followed the randomly normal distribution of real Al particles size is developed. The dynamic compressive process of Al-PTFE composites with varied Al mass fraction is simulated and validated against the experiments. The results indicate that, force chains behavior governed by the number and the size of agglomerated Al particles, significantly affects the impact response of the material. The failure mode of the material evolves from shear failure of matrix to debonding failure of particles with increasing density. A high crack area of the material is critical mechanism to arouse the initiation re-action. The damage maintained by force chains during large plastic strain builds up more local stresses concentration to enhance a possible reaction performance. In addition, simulation is performed with identical mass fraction but various Al size distribution to explore the effects of size centralization and dispersion on the mechanical properties of materials. It is found that smaller sized Al particle of com-posites are more preferred than its bulky material in ultimate strength. Increasing dispersed degree is facilitated to create stable force chains in samples with comparable particle number. The simulation studies provide further insights into the plastic deformation, failure mechanism, and possible energy release capacity for Al-PTFE composites, which is helpful for further design and application of reactive materials.     

Influences of different crossing types on dynamic response of underground cavern subjected to ground shock

An intersecting cavern is a common structural form used in underground engineering, and its safety and stability performance directly control the service performance of the whole project. The dynamic re-sponses of the three kinds of crossing type (+-shaped, T-shaped, L-shaped) caverns subjected to ground shock were studied by numerical simulation. The velocity plus force mode boundary setting method was proposed in the coupled static and dynamic analysis of a deep underground cavern. The results show that, among the three types of crossing caverns, the+-shaped cavern is the most significantly affected by the dynamic action, followed by T-shaped, and then L-shaped caverns. The vault settlement, straight wall deformation, vault peak particle velocity, effective plastic strain of surrounding rock, and maximum principal stress and strain at the bottom of the lining of the straight wall increase with the increase of cavern span. The vault settlement, straight wall deformation, effective plastic strain of surrounding rock, and the maximum principal stress and strain at the bottom of lining to the straight wall decrease with the increase of lateral pressure coefficient, and the peak particle velocity at the vault increases. The variation is small compared with the change of cavern span. The influence range of the underground cavern intersection is two cavern diameters from the intersection centre. The bottom of the straight wall at the intersection is the weak part. It is suggested to thicken the support locally to improve the stability of the cavern.     

轮胎侧偏特性对汽车前轮角阶跃输入瞬态响应影响的研究

为了分析轮胎侧偏刚度对汽车前轮角阶跃输入下车身横摆角速度瞬态响应的影响,建立汽车运动的二自由度平面模型,解析分析了轮胎侧偏刚度对瞬态响应的影响。利用在ADAMD/Car中建立的整车模型进行仿真试验验证,解析分析结果与虚拟试验基本相符,得出适度增大后轮侧偏刚度,有利于提高汽车转向时的操纵稳定性的结论。