企业价值链价值分配的优化研究

为研究价值链中各企业间价值合理分配的问题,在明确企业价值链中各参与者关系的基础上,从价值分析和成本分析入手,针对价值链中各参与者的不同行为模式,对企业价值链的稳定性问题和价值链调整的合理性问题进行了分析,并给出了价值链稳定性及调整合理性的判定公式和相应经济学解释.阐述了在价值贞献和价值分配之间产生偏差的原因和几种情况,依据博弈论原理建立了价值链价值分配议价模型,模型分析表明存在唯一的子博弈完美均衡,最终可以得到一个均衡策略.研究结果为合理构建和调整企业价值链提供了理论依据.     

改进粒子群算法的动态空间调度方法

针对船体分段生产调度的多目标性和动态性,提出了一种改进粒子群算法的动态空间调度方法,确定船体分段在工作平台上的加工顺序和空间布局位置.算法以加工完成时间最短和空间利用率最高为目标,采用自适应惯性权重策略保证算法的收敛性,并引入遗传算法中的选择算子和变异算子增强算法的收敛速度和多样性,利用启发式定位策略确定分段的位置.最后,以船厂实际生产数据进行仿真验证.仿真结果表明,所提方法可以大大降低以手工方式制定调度计划的复杂度,并能有效地提高空间利用率达到70%,说明该方法是解决动态空间调度问题的一种有效方案.     

基于改进PSO算法的自适应均衡算法

传统的自适应均衡算法存在收敛速度慢,稳定性差、均衡效果不理想等缺点,从而使自适应均衡器在高速光纤通信系统中的应用受到限制.具有梯度搜索因子的Grads-PSO算法,结合了传统数值优化方法在计算速度和计算精度上的优势,将梯度法引入粒子群算法中.在梯度搜索因子的指导下,PSO算法的运算过程显得更加有规则,从而提高了算法的收敛速度和运算精度.因此,本文提出将改进PSO算法用作自适应均衡器均衡算法.通过仿真实验表明,改进PSO算法具有收敛速度快,计算精度高的优点,将其作为自适应均衡器的控制算法可收到很好的均衡效果,优于传统的控制算法.     

环形橡胶径向刚度特性仿真分析

利用ANSYS软件建立了环形橡胶的有限元参数化模型,将对模型仿真所得结果与已有数据进行对比,验证了仿真模型的正确性,实现了环形橡胶径向刚度的快速计算.在此基础上,分析了内外圆柱面半径与轴向长度对环形橡胶简化径向刚度值的影响,研究了环形橡胶的径向刚度特性,确立了在环形橡胶实际设计中需要考虑的要点,为环形橡胶的设计提供了依据.     

高速超宽带系统中频谱优化方法的研究

脉冲波形设计和频谱控制是超宽带通信系统解决频谱共存和相互干扰问题的关键。提出了基于最小面积准则(LAC)的频谱优化方法,并将其应用在正交脉冲调制超宽带系统中。该系统由多条并行发送支路组成,每条支路利用正交脉冲进行脉冲位置调制(PPM)与脉冲形状调制(PSM)相结合的调制。仿真结果表明:利用LAC优化的结果和最小均方误差准则(MMSE)相比更符合FCC的要求,不仅能提高频谱利用率,还能实现对频谱的灵活控制。     

风机冷风保安控制系统优化

介绍菜钢型钢AV80风机冷风保安控制系统的优化改造,以增加其控制安全性及可靠性.     

Probabilistic and interval reliability design of the composite pressure vessel

Considering the randomness or interval character of physical parameters and applied loads of composite pressure vessels (COPV), the COPV reliability-analyzing model is built. And then the computational expressions for the mean value, standard deviation and deviation of fiber stress are deduced by the random factor method. The probabilistic and interval reliability designs on COPV are implemented by utilizing the probabilistic method and interval method combined with the improved particle swarm optimization (PSO) algorithm, respectively. The influence of fluctuation of structure uncertain parameters on COPV design thickness is inspected. Finally, examples are given to demonstrate that both probabilistic and interval reliability methods can satisfy the safety requirement and both are of higher rationality than the traditional safety factor method. And probabilistic method has a lower relative error but a higher computational complexity contrasted with the interval method.     

An automatic parameter calibration method for the SWAT model in runoff simulation

Runoff simulation is highly significant for hydrological monitoring, flood peak simulation, water resource management, and basin protection. Runoff simulation by distributed hydrological models, such as the soil and water assessment tool (SWAT) model which is the most widely used, is becoming a hotspot for hydrological forecasting research. However, parameter calibration is inefficient and inaccurate for the SWAT model. An automatic parameter calibration (APC) method of the SWAT model was developed by hybrid of the genetic algorithm (GA) and particle swarm optimization (PSO). Multi‐station and multi‐period runoff simulation and accuracy analysis were conducted in the basin of the Zhangjiang River on the basis of this hybrid algorithm. For example, in the Yaoxiaba Station, the calibration results produced an R² of 0.87 and Nash Sutcliffe efficiency (NSE) index of 0.85, while verification results revealed an R² of 0.83 and NSE of 0.83. Results of this study show that the proposed method can effectively improve the efficiency and simulation accuracy of the model parameters. It can be concluded that the feasibility and applicability of GA‐PSO as an APC method for the SWAT model were confirmed via case studies. The proposed method can provide theoretical guidance for many hydrological research fields, such as hydrological simulation, flood prevention, and forecasting.     

Connecting parameters optimization on unsymmetrical twin-tower structure linked by sky-bridge

Based on a simplified 3-DOF model of twin-tower structure linked by a sky-bridge, the frequency response functions, the displacement power spectral density （PSD） functions, and the time-averaged total vibration energy were derived, by assuming the white noise as the earthquake excitation. The effects of connecting parameters, such as linking stiffness ratio and linking damping ratio, on the structural vibration responses were then studied, and the optimal connecting parameters were obtained to minimize the vibration energy of either the independent monomer tower or the integral structure. The influences of sky-bridge elevation position on the optimal connecting parameters were also discussed. Finally, the distribution characteristics of the top displacement PSD and the structural responses, excited by El Centro, Taft and artificial waves, were compared in both frequency and time domain. It is found that the connecting parameters at either end of connection interactively affect the responses of the towers. The optimal connecting parameters can greatly improve the damping connections on their seismic reduction effectiveness, but are unable to reduce the seismic responses of the towers to the best extent simultaneously. It is also indicated that the optimal connecting parameters derived from the simplified 3-DOF model are applicable for two multi-story structures linked by a sky-bridge with dampers. The seismic reduction effectiveness obtained varies from 0.3 to 1.0 with different sky-bridge mass ratio. The displacement responses of the example structures are reduced by approximately 22% with sky-bridge connections.     

高职院校绩效工资制度存在的问题及对策——以武汉某职院人事分配制度为背景

为了最大程度地调动教职工的积极性和创造性,提高办学质量和办学效率,高职院校纷纷进行人事分配制度改革。由于高职院校存在着教师教育教学活动的投入难以可靠计量、教育教学活动的产出难以可靠测量以及教学效果难以可靠评估等特殊性,导致高校绩效工资制度的改革难以达到"效率优先,兼顾公平"的预期效果。本文以武汉某职院人事分配制度的改革方案为背景,由个别到一般,分析高职院校绩效工资改革存在的不足,并就如何进一步优化高职院校绩效工资制度改革提出意见和建议。