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301.
Flexible capacity strategy in an asymmetric oligopoly market with competition and demand uncertainty 下载免费PDF全文
This article studies flexible capacity strategy (FCS) under oligopoly competition with uncertain demand. Each firm utilizes either the FCS or inflexible capacity strategy (IFCS). Flexible firms can postpone their productions until observing the actual demand, whereas inflexible firms cannot. We formulate a new asymmetrical oligopoly model for the problem, and obtain capacity and production decisions of the firms at Nash equilibrium. It is interesting to verify that cross‐group competition determines the capacity allocation between the two groups of firms, while intergroup competition determines the market share within each group. Moreover, we show that the two strategies coexist among firms only when cost differentiation is medium. Counterintuitively, flexible firms benefit from increasing production cost when the inflexible competition intensity is sufficiently high. This is because of retreat of inflexible firms, flexibility effect, and the corresponding high price. We identify conditions under which FCS is superior than IFCS. We also demonstrate that flexible firms benefit from increasing demand uncertainty. However, when demand variance is not very large, flexible firms may be disadvantaged. We further investigate the effects of cross‐group and intergroup competition on individual performance of the firms. We show that as flexible competition intensity increases, inflexible firms are mainly affected by the cross‐group competition first and then by the intergroup competition, whereas flexible firms are mainly affected by the intergroup competition. Finally, we examine endogenous flexibility and identify its three drivers: cost parameters, cross‐group competition, and intergroup competition. © 2017 Wiley Periodicals, Inc. Naval Research Logistics 64: 117–138, 2017 相似文献
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碳纤维混凝土受压应力-应变全曲线研究是对其基本力学性能进行全面认识的基础,也是表现碳纤维混凝土基本受压特性的综合宏观反映。对9组(碳纤维体积分数分别为0,0.2%,0.4%,0.6%,0.8%,1.0%,1.2%,1.4%,1.6%)碳纤维混凝土试件进行了立方体和棱柱体抗压强度试验,结果表明碳纤维混凝土立方体和棱柱体抗压强度随碳纤维体积分数的增加呈下降趋势,峰值应变随碳纤维体积分数的增加呈增大趋势。基于各体积分数碳纤维混凝土的棱柱体抗压强度和峰值应变的试验数据,拟合得到了棱柱体抗压强度和峰值应变与体积分数之间的函数表达式。利用微机控制电液伺服压力试验机测定了9组碳纤维混凝土应力-应变全曲线,参照非线弹性理论的混凝土单轴受压应力-应变本构模型,根据测得的全曲线应力-应变数据,拟合得到了应力-应变全曲线上升段表达式参数和下降段表达式参数,最后给出了基于碳纤维体积分数变化的碳纤维混凝土单轴受压应力-应变本构方程。 相似文献
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In a series of articles published in the Fall 1990 issue of Defence Economics Alexander (1990), Atesoglu and Mueller (1990) and Huang and Mintz (1990) have all specified and empirically estimated defence‐growth models based on a neoclassical production function. We now isolate the externality component in our model, re‐estimate its coefficients using data on the U.S. economy 1952–88 and compare specifications and results with Atesoglu and Mueller (1990) and Alexander (1990). 相似文献
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研究使用动式吸入暴露系统,进行二苯氯胂(DA)的大白鼠吸入暴露90d的亚I匣性毒性试验。结果表明,DA对大白鼠亚慢性吸入暴露毒性的主要靶器官为喉、气管、肺、肝、肾等器官,判定DA对大白鼠吸入暴露90d的最小有害作用浓度为5.1×10^-9g/L,最大无害作用浓度为1.8×10^-9g/L。 相似文献
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王华 《中国人民武装警察部队学院学报》2007,23(9):65-66
教育部对CET-4进行了部分改革,改革后的CET-4更加注重以听说为主的英语实际运用能力的检测。根据新CET-4模式的特点以及首次全国考试后学生的普遍反映,结合学院英语教学的实际,提出分级教学、学生参与备课制作课件、开设英语选修课的建议,通过这些新的尝试,进一步帮助学员灵活掌握英语知识,达到活学活用的目的,以提高英语教学质量。 相似文献
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