阶梯状来流中立管的涡激振动响应预报

将变参数受拉柔性梁的有限元模态分析与涡激振动预报结合在一起,建立了变参数柔性立管的横向涡激振动预报模型,考虑到海洋立管的模态信息与涡激振动响应高度耦合,为合理计算附加质量对模态信息的影响,模态分析与涡激振动响应预报迭代进行.其中,使用有限元方法对立管进行模态分析,考虑了质量、拉力、抗弯刚度沿立管轴向的变化;在此基础上,涡激振动响应计算在各个模态上分别进行.在出现多模态参与的情况时,比较各模态的振幅,对模态受力进行折减.与近期阶梯状来流作用下立管涡激振动实验结果的比较显示,本文模型是有效的.     

旋转二次曲面折射成像的球差分析

为研究旋转二次曲面及其透镜对轴上物点的成像质量,从二次曲面的标准方程出发,以折射定律为基础,导出了旋转二次曲面折射成像的精确球差公式,并由此计算了不同类型二次曲面及其透镜成像的球差,结果发现,旋转椭球面、抛物面和双曲面双凸薄透镜的成像质量都优于球面双凸薄透镜的成像质量.     

露天浅孔爆破震动反应谱特征

结合汕头华能电厂爆破监测阶段所得数据进行分析,对露天浅孔爆破地震反应谱特征进行了分析研究。所得结果不仅对建筑物抗震设计提供依据,还将对爆破振动的研究有推动作用。     

Analyzing Nonstationary Random Response of a SDOF System under the Evolutionary Random Excitation by Wavelet Transform

For evolutionary random excitations, a general method of analyzing nonstationary random responses of systems was presented in this paper. Firstly, for the evolutionary random excitation model, the evolutionary power spectrum density function （EPSD） of a random excitation was given by wavelet transform. Based on the EPSD, the nonstationary responses of a SDOF system subjected to evolutionary random excitations were studied. The application and validity of presented method were illustrated by numerical examples. In numerical examples, the recently developed stochastic models for El Centro （1934） and Mexico City （1985） earthquakes which preserve the nonstationary evolutions of amplitude and frequency content of ground accelerations were used as excitations. The nonstationary random mean-square responses of a SDOF system under these two excitations were evaluated and compared with simulated results.     

Synthesis and photocurrent response of porphyrin-containing conjugated polymers

In recent years conjugated polymers have attracted considerable attention because of their potential appli- cations in the fields of light emitting diodes, photo- voltaic devices, and sensors[1―7]. In the fabrication of semiconductor photovoltaic devices…     

Climate change and hydrologic process response in the Tarim River Basin over the past 50 years

Climate change and hydrologic process response in the Tarim River Basin over the past 50 years are the focus of more and more researchers＇ attention. In this paper, both temperature and precipitation time series were found to present a monotonic increasing trend using nonparametric tests. Noticeably, a significant step change in both temperature and precipitation time series occurred in 1986. By contrasting the trends of natural water process in headstream and mainstream, we found that it was anthropogenic activities not climate change that caused the river dried up and vegetation degenerated in the lower reaches of Tarim River. The results of gray correlation analysis show that the runoff of higher latitude distributing river is more closely associated with winter snow stocking, while that of lower latitude is more closely related to summer temperature. Runoff in the headstream is more sensitive to precipitation, while that in the mainstream is more sensitive to evaporation. The strong evaporation caused by increasing temperature weakened runoff to some extent in spite of the fact that precipitation increased over the past 50 years.     

自适应无限冲激响应陷波器抑制窄带干扰的误差补偿算法

考虑到直接序列扩频(DS-SS)系统中无限深度格型陷波器在去除窄带干扰的同时对扩频信号的损伤,在无限深度格型陷波器上添加一自适应横向滤波器,其输出作为对受损扩频信号的误差补偿.仿真结果证实,新设计的误差补偿滤波器改善了无限深度格型陷波器的性能,而系统计算复杂度只有少量增加.     

某天气雷达站塔楼结构反应谱分析

运用通用有限元程序ANSYS对某天气雷达站塔楼结构进行了振型分解反应谱分析,通过计算得出了雷达站塔楼在地震反应谱作用下位移及内力,与工程计算软件SATWE的计算结果比较,从而验证了结构设计的可靠性。     

储油罐模型的静态倾斜试验及理论分析

为研究地震破坏中储油罐损坏与罐体翘离的关系，设计了储油罐模型在不同地基上的静态倾斜试验，分别采用梁的小变形法和非线性有限元法，建立了储液罐翘离反应的力学模型，并进行储油罐翘离静力分析．结论为：非线性有限元法与梁的小变形法计算结果接近；软基上罐的翘离量大约是硬基上的2倍多，但硬基上罐壁轴向压力约为软基上的1．1～1．4倍；容量3000m^3及小于3000m^3的高罐比大容量的矮罐受翘离的影响大．     

滞后阻尼在土层时域分析中的应用

采用滞后阻尼假定 ,分别应用时域和频域分析方法对土层的地震反应进行计算 .在简谐波和地震波激励作用下 ,通过比较时域和频域的计算结果 ,探讨了在土层时域分析中 ,如何由滞后阻尼系数形成阻尼矩阵的问题 .利用实际地震波的分析结果 ,进行回归分析 ,得到一个阻尼系数转换频率取值的经验公式 ,从而为利用滞后阻尼系数在时域中进行土层地震反应分析提供依据