变分原理和非线性Lyapunov稳定性判据

本文通过构造斜压大气运动的原始方程模式和两层模式的Hamilton守恒量及积分不变的Casimir泛函,并使用变分法,得到了斜压大气运动的非线性Lyapunov稳定性判据,这个判据是Arnold-Blumen-Zeng判据的推广。     

地形作用下有限振幅Rossby波的稳定性分析

本文用微分方程定性理论方法分析了地形对有限振幅Rossby波的稳定性影响。结果表明:地形北坡有利于波动出现不稳定,南坡使波动稳定;西坡使导式波动不稳定但使曳式波动稳定,东坡使导式波动稳定但使曳式波动不稳定。     

星子高岭土矿的选择性絮凝试验

高岭土在工业上的广泛应用，与其色泽好、粘度低及化学稳定性好等理化特性有关。在造纸工业中，高岭土也有着广泛的应用。     

上海天文台新一代氢脉泽频率标准的研制

一种用来装备中国VLBI网络的新型氢脉泽标准已在上海天艺台研制成功。这种新型氢对标准是一种的可靠的和可搬运的小型氢钟。本将描述它的机械和电子学设计特点，并与上海天台早期制造的氢钟进行了详细的比较，章给出了新的小型氢钟的初步测试数据和预期的稳定性能。并且展示了这种新型氢钟在制造过程中的一些照片。     

RBF神经网络的汛期旱涝预报方法研究

分析广州2003年1～6月的SO2、NO2和PM10指数,发现(1)SO2、NO2和PM10具有非常好的同步变化关系,且以NO2和PM10的相关最大。(2)从月平均值来看,PM10是整个时段的主要污染物,SO2次之,NO2最小(1月除外);PM10和NO2呈现出逐月减小趋势,SO2变化平稳。主要讨论PM10指数的变化。(3)从月方差值来看,SO2、NO2和PM10的最大值均在1月,次大值在2月。(4)给出了几种地面气压型,结论显示主要清洁时段出现在锋区强风型,主要污染时段出现在脊内回流型。在脊内回流型下,若由前期的静风转吹东南(从东到南)风时,指数会增大。     

Modified precise time step integration method of structural dynamic analysis

The precise time step integration method proposed for linear time-invariant homogeneous dynamic systems can provide precise numerical results that approach an exact solution at the integration points. However, difficulty arises when the algorithm is used for non-homogeneous dynamic systems, due to the inverse matrix calculation and the simulation accuracy of the applied loading. By combining the Gaussian quadrature method and state space theory with the calculation technique of matrix exponential function in the precise time step integration method, a new modified precise time step integration method （e.g., an algorithm with an arbitrary order of accuracy） is proposed. In the new method, no inverse matrix calculation or simulation of the applied loading is needed, and the computing efficiency is improved. In particular, the proposed method is independent of the quality of the matrix H. If the matrix H is singular or nearly singular, the advantage of the method is remarkable. The numerical stability of the proposed algorithm is discussed and a numerical example is given to demonstrate the validity and efficiency of the algorithm.     

Measurement of six degree-of-freedom ground motion by using eight accelerometers

A new integrated measuring system with eight force-balance accelerometers is proposed to obtain a direct measurement of six degree-of freedom （DOF） ground motions, including three rotational and three actual translational acceleration components without gyroscopes. In the proposed measuring system, the relationship between the output from eight force-balance accelerometer and the six DOF motion of the measuring system under an earthquake are described by differential equations. These equations are derived from the positions and directions of the eight force-balance accelerometers in the measuring system. The third-order Runge-Kutta algorithm is used to guarantee the accuracy of the numerical calculation. All the algorithms used to compute the six DOF components of the ground motion are implemented in a real-time in Digital Signal Processor （DSP）. The distortion of the measured results caused by position and direction errors of the accelerometers in the measuring system are reduced by multiplying a compensation coefficient C to the output and subtracting static zero drift from the measured results, respectively.     

1974年云南省昭通地震破裂机制

1974年5月11日,在云南省昭通地区发生了7.1级地震。震中区位于金沙江下游南岸的山地中。 本文中,作者分析了震区大地测量资料,根据破裂与应变的关系,确立这次地震震源破裂属于逆冲型。依据烈度衰减和余震分布特征建立了矩形滑动断层模式参数,并应用曼辛哈（Mansinha）和斯迈利（smylie）给出的倾斜、有限滑动断层位移场的精确解析表达式,求得平均倾向滑距。结果是:断层走向N6°W,倾向N84°E,倾角60°,断面长20公里,宽30公里;断面顶部距地表深度2.5公里;平均倾向滑距2.8米,地震矩5.4×10²⁶达因·厘米;应力降51巴;释放的应变能下限1.2×10²³尔格。 作者还扼要地讨论了P波节面解和这次地震发生的构造条件,并解释了一些宏观地震现象。