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Pushing popular contents to the edge of the network can meet the growing demand for data traffic, reduce latency and relieve the pressure of the backhaul. However, considering the limited storage space of the base stations, it is impossible to cache all the contents, especially in ultra-dense network ( UDN). Furthermore, the uneven distribution of mobile users results in load imbalance among small base stations (SBSs) in both time and space, which also affects the caching strategy. To overcome these shortcoming, the impact of the changing load imbalance in UDN was investigated, and then a dynamic hierarchical collaborative caching (DHCC) scheme was proposed to optimize latency and caching hit rate. The storage of the SBS is logically divided into the independent caching layer and the collaborative caching layer. The independent caching layer caches the most popular contents for local users爷interest, and the collaborative caching layer caches contents as much as possible for the benefit of content diversity in the region. Different SBSs have respective storage space layer division ratios, according to their real-time traffic load. For SBSs with heavy load, the independent caching layers are allocated with more space. Otherwise, the collaborative caching layers could store more contents with larger space. The simulation results show that, DHCC improved both transmission latency and hit rate compared with existing caching schemes. 相似文献
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燃烧法沥青含量测试仪是混合料沥青含量分析的主要设备,根据试验方法可以有效测量混合料中沥青的含量,对混合料质量监控具有重要意义.燃烧法沥青含量测试仪检定主要参照JJG(交通)072-2006燃烧法沥青含量测试仪检定规程.本文通过分析,针对燃烧法沥青含量测试仪的温度示值误差、电子天平质量称重误差两个参数的测量不确定度进行了详细的分析和评定,对其他类似仪器测量不确定度评定有一定的参考意义. 相似文献
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本文以某建筑企业为例,基于"长尾理论"研究了独生子女群体中末尾人员(简称"独生长尾")令人不满意的工作现状并分析了原因,提出在数字化时代,"灰度管理"是更适合"独生长尾"的管理方式,用其所长避其所短能帮助其实现自我价值,成为对企业有贡献的人. 相似文献
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随着城市化发展水平的不断提高,不规则建筑逐渐成为建筑行业的热门设计风格,其在设计上有一定的独特性,但是也存在一定的局限性。文章对高层框架剪力墙结构进行了概述,分析了不规则建筑高层框架剪力墙结构的抗震原理和经济性,提出了剪力墙结构设计内容。 相似文献
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以油菜秸秆粉末为原料,分别采用甲醛-硫酸、戊二醛-硫酸、过氧化氢对其改性,得到生物质吸附材料。利用原子吸收分光光度计测定吸附后Cu(Ⅱ)溶液的吸光度,得出由甲醛-硫酸、戊二醛-硫酸改性的油菜秸秆吸附效果相对更好。进而以戊二醛-硫酸改性后的油菜秸秆作吸附材料,改变实验条件,结果表明,在25℃、振荡20 min,其对Cu(Ⅱ)的吸附效果最好,达到95. 87%。 相似文献
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To efficiently link the continuum mechanics for rocks with the structural statistics of rock masses,a theoretical and methodological system called the statistical mechanics of rock masses(SMRM)was developed in the past three decades.In SMRM,equivalent continuum models of stressestrain relationship,strength and failure probability for jointed rock masses were established,which were based on the geometric probability models characterising the rock mass structure.This follows the statistical physics,the continuum mechanics,the fracture mechanics and the weakest link hypothesis.A general constitutive model and complete stressestrain models under compressive and shear conditions were also developed as the derivatives of the SMRM theory.An SMRM calculation system was then developed to provide fast and precise solutions for parameter estimations of rock masses,such as full-direction rock quality designation(RQD),elastic modulus,Coulomb compressive strength,rock mass quality rating,and Poisson’s ratio and shear strength.The constitutive equations involved in SMRM were integrated into a FLAC3D based numerical module to apply for engineering rock masses.It is also capable of analysing the complete deformation of rock masses and active reinforcement of engineering rock masses.Examples of engineering applications of SMRM were presented,including a rock mass at QBT hydropower station in northwestern China,a dam slope of Zongo II hydropower station in D.R.Congo,an open-pit mine in Dexing,China,an underground powerhouse of Jinping I hydropower station in southwestern China,and a typical circular tunnel in Lanzhou-Chongqing railway,China.These applications verified the reliability of the SMRM and demonstrated its applicability to broad engineering issues associated with jointed rock masses. 相似文献