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摩擦力突变的四大类型及其特征
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作者 王金轩 《试题与研究(教学论坛)》 2020年第35期120-120,共1页
物体在摩擦力和其他力的作用下处于静止状态(或相对静止状态),当作用在物体上的其他力的合力发生变化时,如果物体仍然保持静止状态(或相对静止状态),则物体受到的静摩擦力的大小和方向将发生突变。
关键词 静静突变 突变 突变 动动突变
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Structural changes and volatility correlation in nonferrous metal market 被引量:1
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作者 吴丹 胡振华 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2016年第10期2784-2792,共9页
The GARCH and DCC-GARCH models are used to study the volatility aggregation and dynamic relevance of China’s three kinds of nonferrous metals (copper, aluminum and zinc) pricesincorporating structural changes. The ... The GARCH and DCC-GARCH models are used to study the volatility aggregation and dynamic relevance of China’s three kinds of nonferrous metals (copper, aluminum and zinc) pricesincorporating structural changes. The results show that copper, aluminum and zinc returns have many structure breaks points, and nonferrous metals have the greatvolatilityrisk during financial crisis. From the resultsof GARCH with and without structural changes,it isfoundthat the volatility clustering of single nonferrous metal is overvalued when ignoring the structural mutation, and the return of aluminum isthe most overvalued, indicating that aluminum market is more susceptible to external shock.Furthermore,it is also foundthatdynamic volatility correlation exists in the three prices of nonferrous metals, and the structural changes have no significant effect on the volatility correlation of thethree nonferrous metals. 展开更多
关键词 copper ZINC ALUMINUM nonferrous metals price structural changes DCC-GARCH model volatilitydynamic correlation
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Nonlinear Mechanism of Bed Load Transport 被引量:1
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作者 徐海珏 白玉川 吴朝安 《Transactions of Tianjin University》 EI CAS 2009年第2期126-129,共4页
From the group movement of the bed load within the bottom layer,details of the nonlinear dynamic characteristics of bed load movement are discussed in this paper.Whether the sediment is initiated into motion correspon... From the group movement of the bed load within the bottom layer,details of the nonlinear dynamic characteristics of bed load movement are discussed in this paper.Whether the sediment is initiated into motion corresponds to whether the constant term in the equation is equal to zero.If constant term is zero and no dispersive force is considered,the equation represents the traditional Shields initiation curve,and if constant term is zero without the dispersive force being considered,then a new Shields curve which is much lower than the traditional one is got.The fixed point of the equation corresponds to the equilibrium sediment transport of bed load.In the mutation analysis,we have found that the inflection point is the demarcation point of breaking.In theory,the breaking point corresponds to the dividing boundary line,across which the bed form changes from flat bed to sand ripple or sand dune.Compared with the experimental data of Chatou Hydraulic Lab in France,the conclusions are verified. 展开更多
关键词 sediment transport open channel flow dynamic mechanical analysis
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