Minimum-Cost Forest for Uncertain Multicast with Delay Constraints

The use of multicast transmission can efficiently reduce the consumption of network resources by jointly serving multiple destinations with a single source node. Currently, many multicast applications impose the constraint wherein multicast flows must be processed by a series of Virtual Network Functions(VNFs) before reaching their destinations. Given a multicast transmission, there are usually multiple server nodes, each of which is able to host all the required VNFs. Thus, the multicast flow should be initially steered to one or a few selected server nodes that act as pseudo sources, and the destinations will then retrieve new flow from any of these pseudo sources.In this paper, we model this kind of multicast as an uncertain multicast with multiple pseudo sources, whose routing structure is usually a forest consisting of multiple isolated trees. We then characterize and construct the Delay-guaranteed Minimum Cost Forest(D-MCF) such that each path from the source to the destination satisfies the end-to-end delay constraint. To tackle this NP-hard problem, we design two efficient methods, the Partition Algorithm(PA) and the Combination Algorithm(CA), to approximate the optimal solution. Theoretical analyses and evaluations indicate that these two methods can generate the desired routing forest for any multicast transfer.Moreover, the PA method achieves a better balance between performance and time consumption than the CA method. The evaluation results show that PA-(Ω+20) can reduce total cost by 49:02% while consuming 12:59% more time, thus significantly outperforming the CA-(Ω+20) method.     

实验教学在电工学教学中的作用及应用

在电工学教学中,采用实验教学法,使教学内容由难化易、由繁化简,从而激发学生的学习兴趣,培养学生的思维品质。     

组合变形梁危险截面

从教学角度通过计算对危险截面位置的确定,并对其进行了证明。     

加肋圆柱壳稳定性计算方法若干问题探讨

对静水压力下环加肋圆柱壳弹性失稳临界载荷现有计算方法进行了比较和计论。采用各种方法，对Ｔ形截面和槽形截面环助圆柱壳总体失稳临界压力进行了计算，结果表明，现有解析公式都未能综合考虑加肋壳体失稳临界压力的各个影响因素。为此，提出了改进的解析公式和半解析数值方法。     

基于神经网络的高并行大规模MIMO信号检测算法

随着5G和未来移动无线网络的不断发展,大规模多输入多输出(multiple input multiple output, MIMO)是其中的关键技术之一。随着天线数目的不断增加,给接收机的设计带来更高的挑战,复杂度过高的检测算法在实际中难以应用。本文将一种高并行(high-parallelism, HP)检测算法展开到神经网络中,单层神经网络基于该算法的每次迭代,并将其与可训练的权重参数和非线性神经单元相结合,提出基于网络结构HP-Net的方法。通过训练HP-Net得到最优可训练参数,进而提高检测性能。实验结果表明,所提方法相对传统最小均方误差(minimum mean square error, MMSE)算法复杂度更低,并能够得到更低的误码率;同时相对HP并行检测算法误码率性能更优。     

非线性二阶微分方程的振动判据

研究方程 x″+r(t)x′+p(t,x,x′)g(x′)f(x)=0,我们证明了:如果r(t)≥0,■r(t)dt=q<+∞,p_2≥p(t,x,x′)≥p_1>0,则该方程振动的充分必要条件是■f(x)dx=+∞,其中,p_1、p_2是常数。且 g(x′)>0对一切 x′成立,xf(x)>0对 x≠0成立.     

The start-up of biohydrogen-producing process by bioaugmentation in the EGSB reactor

Expanded granular sludge bed (EGSB) reactor and bioaugmentation were employed to investigate biohydrogen production with molasses wastewater. The start-up experiments consisted of two stages. In the first stage (0～24d) seeded with activated sludge, the butyric acid type-fermentation formed when the initial expanding rate, organic loading rate (OLR), the initial redox potential (ORP) and hydraulic retention time (HRT) were 10%, 10.0 kg COD/(m3·d), - 215 mV and 6.7 h, respectively. At the beginning of the second stage on day 25, the novel hydrogen-producing fermentative bacterial strain B49 (AF481148 in EMBL) were inoculated into the reactor under the condition of OLR 16. 0 kg COD/(m3·d), ORP and HRT about - 139 mV and 6.7 h, respectively, and then the reaction system transformed to ethanol-type fermentation gradually with the increase in OLR. When OLR, ORP and HRT were about 94.3 kg COD/(m3·d), -250 mV and 1.7 h, respectively, the system achieved the maximum hydrogen-producing rate of 282.6 mL H2/L reactor· h and hydrogen percentage of 51%～53% in the biogas.     

求解超定线性方程组及其相关问题的神经网络算法

探讨了用神经网络求解超定线性方程组及相关问题的可能性，并给出了求解的Ｈｅｂｂ算法，最后，求解了四个数值例子，获得了较为满意的结果。实例证明，对于用某些迭代法不能求解的线性方程组问题，本方法都能得到其收敛解。     

攀西地区蚕业资源综合开发利用产业化初探

位于川西南的攀西地区被国内外专家誉为“栽桑养蚕的最优气候组合地带”,栽桑养蚕已经成为该地区脱贫致富的支柱产业。随着蚕桑规模的不断扩大,如何对蚕业资源进行系统、广泛的研究和开发,达到物尽其用的目的,以实现良好的经济效益、社会效益和生态效益已成为亟待解决的问题。本文作者就如何综合开发攀西地区蚕业资源进行了初步的研究。     

建筑拆除废弃物水泥稳定碎石力学特性及其设计参数

为了深入分析建筑拆除废弃物应用于公路工程中的可行性,通过室内试验揭示了龄期、新集料掺量等因素对建筑拆除废弃物水泥稳定碎石(CCWM)无侧限抗压强度、劈裂强度和抗压回弹模量等力学参数的影响规律,建立了各力学参数的预估模型,提出了CCWM各力学参数的推荐参考值.结果表明:CCWM无侧限抗压强度、劈裂强度和抗压回弹模量随着龄期和新料掺量的增加而增加;新集料掺量每提高20%,CCWM的无侧限抗压强度提高8%~90%,劈裂强度提高5%~75%,抗压回弹模量提高2%~21%;建立的预估模型能够较好地预测CCWM各力学参数变化规律;CCWM无侧限抗压强度和劈裂强度的推荐参考值分别为2.7~5.5和0.59~1.06MPa,用于弯沉计算和拉应力计算的抗压回弹模量推荐参考值分别为1 300~1 900和1 700~2 200 MPa,可供路面设计与施工参考.