大方坯连铸机离线检修设备对中台的改进与完善

介绍了大方坯连铸机离线设备对中台及样规的改进方案.改进后,大大缩短了设备检修时间,降低了工人的劳动强度.     

精密铜带圆盘纵剪机

通过对精密铜带圆盘剪切机的工作原理和工艺过程进行研究，对引进的美国剪切机进行了技术改造，设计制作了新的装置，实现了软态铜带的剪切。     

卷取机前侧导板的设计结构分析

卷取机前侧导板的作用是把带钢对准轧制中心线送入夹送辊,并在进入夹送辊时导板夹持带钢以减少钢卷的塔形。     

顶头形状对穿孔毛管壁厚均匀性及能耗影响的研究

针对目前穿孔顶头形状研究所存在的问题,在实验室内就提高一次穿孔毛管的壁厚均匀性及降低能耗进行了系统的试验研究,初步研制成功一种新型的平头对心顶头。     

混凝土现浇箱形拱圈与拱架联合作用研究

混凝土箱型拱桥在无支墩拱式拱架上现浇施工时,采用分环分段的施工方法,可以利用拱圈与拱架的联合作用,减少钢拱架的用钢量,达到节省施工成本的目的.通过大型通用有限元软件MSC.Marc2005的模拟及实桥测试数据的分析,发现先期浇注的混凝土拱环与拱架的联合作用明显,拱圈可承担其自重的43%,即拱架只承担拱圈重量的57%,利用联合作用可节约用钢量达30%.同时提出了一个估算拱架承担拱圈重量的公式,该公式简便实用,并通过两种施工工艺的计算结果验证了该公式的准确性,可用于指导初步设计.     

曲轴成品质量中心定心法及算法研究

提出了一种加工曲轴定位中心孔的新工艺方法,即成品质量中心法,能够改善传统曲轴定心工艺的许多不足。采用逆向工程技术,获取曲轴毛坯曲臂部分的所有几何信息,然后依据动平衡特性,迭代搜索预测了曲轴成品质量中心轴线,从而实现曲轴成品质量中心定心法的关键算法。     

测量归心改正模型的完善

针对目前归心改正计算模型存在的问题，提出了用于归心改正计算的通用严密的数学模型．用该模型进行计算，可保证野外观测量在数学化算过程中不损失精度．     

拓展青年岗位建功品牌内涵的探索与实践

新时代向国有企业共青团工作提出了新的挑战,国网安徽省电力有限公司团委坚持聚焦主责主业,把牢围绕中心、服务大局工作主线,找准共青团和青年工作的切入点和着力点,在有效组织带领青年服务大局、拓展青年岗位建功品牌的内涵等方面进行了探索实践,总结了相对完善的工作方法,形成了具有特色的青年岗位建功品牌“一团一工程”,彰显新时代国有企业共青团的定位和价值。     

Equivalent linear model for fully self‐centering earthquake‐resisting systems

Modern rocking and stepping cores have been known as the efficient self‐centering earthquake‐resisting systems (SC‐ERSs). The current article proposes an approximate equivalent linear (EL) model for rapid estimation of the SC‐ERS displacement. An equivalent damping ratio and effective stiffness are formulated for flag‐shaped hysteresis of a fully SC‐ERS. The approximate EL model is first established using secant stiffness and Jacobsen's damping model. Nonlinear response history analyses are carried out to compare exact and approximated peak displacements. Findings reveal that EL analysis of the SC‐ERS based on Jacobsen's damping leads to underestimation of the maximum inelastic displacement. Accordingly, a new optimal damping formula is proposed using a genetic algorithm and nonlinear regression analyses. The improved EL model is validated by practical examples, and the results show acceptable accuracy in design‐level displacement estimation.     

Seismic response of self‐centering precast concrete frames with hysteretic dampers

With the rapid development of cities and the invasion of major natural disasters such as earthquakes, the resilience city as a new design concept has been paid more and more attention. As an important branch of self‐centering seismic resisting system, self‐centering concrete frame system has been studied by many scholars. These studies prove that self‐centering concrete frame structure has excellent self‐centering ability but poor energy dissipation capacity. Adhering to the working principle of self‐centering structure and considering the development concepts of building industrialization and modularization, this paper proposed a kind of self‐centering precast concrete frame with hysteretic damper (SCPCHD). In order to verify its energy dissipation capacity and seismic performance, elaborate finite element models were established and elastoplastic dynamic time history analyses were carried out. The results showed that the SCPCHD frame has a similar interstory displacement response to the reinforced concrete (RC) frame and the energy dissipation performance of its joint is obviously superior to the RC frame under rare earthquake because the SCPCHD frame has low damage characteristics and excellent damping device. In summary, this paper proves the feasibility and superiority of the SCPCHD frame, providing reliable support for further research.