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71.
提出了一种测量滚动轴承力与变形关系的试验装置的设计方案,完成了试验原理的拟定、测量方案的设计和结构设计等工作。该装置可用于验证滚动轴承力与变形之间关系的计算公式的正确性,为下一步试验装置的制作和试验测量提供了前提条件。 相似文献
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针对利用k-均值聚类算法形成发电系统充裕度评估中的聚类负荷模型时存在的聚类中心初始值和聚类数难以确定的问题,提出根据负荷水平对充裕度指标的贡献度,将负荷曲线分成高贡献度、中等贡献度、低贡献度等分区,分别采用层次聚类、均值-标准差、随机法来选择各分区中聚类中心初始值;定义改进效率指标,将改进效率作为收敛条件确定聚类数.利用本文方法所得的聚类负荷模型,采用状态抽样法计算IEEE RTS79电力系统可靠性测试系统的发电系统充裕度指标.算例结果表明,同采用基于传统k-均值聚类方法的负荷模型结果相比,基于混合聚类方法得出的负荷模型的计算结果更精确,收敛速度更快. 相似文献
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The light weight heat treated B-grade bulletproof steel was developed through composition design and optimization based on multiplex alloying, multiplex micro-alloying design ideas and complex phase structure strengthening theory. The puzzle how to avoid the quenching deformation problem of super high strength thin sheet was solved through heat treatment in a die with a set of cooling system. Such B-grade bulletproof steel plate has fine tempered lath martensite structure. The shooting and certification test results showed that the shoot resistance of B- grade bulletproof steel plate can meet the protection demand of Protection specification for cash carrying vehicles (GA 164--2005). In comparison with B-grade bulletproof steel plate made by one of the companies in Sweden, the weight of the developed B-grade bulletproof steel plate can be decreased by 8 % under the same shoot resistance condition. It will be meaningful for cash truck and anti-hijacking vehicle to realize light weight, energy conservation and emission reduction. 相似文献
75.
With the increase of span length, the bridge tends to be more flexible, and the wind stability be- comes an important problem for the design and construction of super long-span cable-stayed bridges. By taking a super long-span cable-stayed bridge with a main span of 1 400 m as example, the aerostatic and aerodynamic stability of the bridge are investigated by three-dimensional nonlinear aerostatic and aerodynamic stability analy- sis, and the results are compared with those of a suspension bridge with a main span of 1 385 m, and from the aspect of wind stability, the feasibility of using cable-stayed bridge in super long-span bridge with a main span above l 000 m is discussed. In addition, the influences of design parameters including the depth and width of the girder, the tower structure, the tower height-to-span ratio, the side-to-main span ratio, the auxiliary piers in the side span and the anchorage system of stay cables, etc on the aerostatic and aerodynamic stability of su- per long-span cable-stayed bridges are investigated numerically; the key design parameters are pointed out, and also their reasonable values are proposed. 相似文献
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Fang Junbo 《中国工程科学》2014,12(6):63-70
Reducing the blasting vibration is important for blasting excavation in subway tunnel construction. Taking the 3rd bid section of Line 3 of Qingdao subway project as an example, the distance between tunnel vault and ground is 5 - 8 m. In order to insure the safety of the upper buildings, technologies of parallel cut with large diameter empty hole, one-time initiation and delay by parts, and multiple shallow holes were adop- ted in the project. The results showed that the maximum value of vertical vibration was limited in the criterion allowance, and the upper buildings were not damaged. Besides, problems were solved that the number of nonel detonator was difficult to meet the requirements of excavating a large cross-section tunnel by blasting, multiple cross-section could' t be initiated simultaneously, and construction efficiency was low, which ensure the con- struction safety and schedule. 相似文献
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