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81.
斜压大气中尺度扰动的有限振幅对称不稳定 总被引:2,自引:0,他引:2
本文通过一个非地转、非静力的Eady模式讨论了斜压粘性流中的非线性对称不稳定。采用具有常值水平和垂直切变的基本场,考虑扰动沿基本气流方向不变,应用摄动方法,得到了非线性情况下扰动振幅的特性方程。结果表明,当δ>0时(δ是进行稳定性分析时所选取的无量纲小参数),振幅|A(T)|存在两个有意义的平衡点|A|_(b1)=0和|A|_(b2)=(-μ_2/μ_1)~(1/2)(μ_1,μ_2是和流体性质、区域大小以及波参数有关的量),|A|_(b1)为不稳定平衡点,|A|_(b2)为稳定平衡点。因此,不论初态如何,终态都趋于稳定平衡点,出现有限振幅现象。当δ<0时,振幅|A(T)|仅有一个有意义的平衡点|A|_(b1)=0,且为稳定平衡点。线性分析所得结果为非线性结果的特例。 相似文献
82.
本文论述了目标图像的形态分解、形态分布函数和形态谱函数的基本概念和具体算法,它们是研究数字地图图像的形态分解与表示的主要内容。 相似文献
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本文从岩石的物理化学性质方面讨论了地壳内含量较少的基性、超基性岩对地震孕育的作用,通过理论上的探讨并与实际情况对比,分析了各类岩石的粘度特性,建立了一个确定构造运动粘滑或蠕滑的地面参考指标。 相似文献
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We statistically analyze the tropical typhoon forming in the South China Sea and use TC (Tropical
Cyclone) for short in the following) by typhoon yearbook. The typhoon quantity is very different in different
months and years. TC appears in all months except March, and the most TC quantity in a year is 11, the least is 1
and 6.2 on average. The most TC quantity in a month is 5 and the least is 0. TC lands most in August and no TC
lands on Chinese continent from December to the following April. The primary landing area is between Shantou
and Hainan Island. The sustaining period of TC is usually between 4 days to 7days, and the longest is 19 days.
Only 15% of the TC forming in the South China Sea can intensify to typhoon, and they all form in the ocean area
deeper than 150m. The South China Sea is the ocean area over which the TC occurs frequently. 相似文献
90.
This paper presents a new way of selecting real input ground motions for seismic design and analysis of structures based on a comprehensive method for estimating the damage potential of ground motions, which takes into consideration of various ground motion parameters and structural seismic damage criteria in terms of strength, deformation, hysteretic energy and dual damage of Park & Ang damage index. The proposed comprehensive method fully involves the effects of the intensity, frequency content and duration of ground motions and the dynamic characteristics of structures. Then, the concept of the most unfavourable real seismic design ground motion is introduced. Based on the concept, the most unfavourable real seismic design ground motions for rock, stiff soil, medium soil and soft soil site conditions are selected in terms of three typical period ranges of structures. The selected real strong motion records are suitable for seismic analysis of important structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake, as they can cause the greatest damage to structures and thereby result in the highest damage potential from an extended real ground motion database for a given site. In addition, this paper also presents the real input design ground motions with medium damage potential, which can be used for the seismic analysis of structures located at the area with low and moderate seismicity. The most unfavourable real seismic design ground motions are verified by analysing the seismic response of structures. It is concluded that the most unfavourable real seismic design ground motion approach can select the real ground motions that can result in the highest damage potential for a given structure and site condition, and the real ground motions can be mainly used for structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献