电站设备评价认证系统数据库的设计研究

介绍了电站设备评价认证系统数据库设计研究的内容,讨论了数据库设计的过程,重点进行了数据库设计的需求分析。     

多数据源输电线路选线系统的设计与实现

针对现有输电线路选线作业模式单一,专业之间协同不畅等诸多问题,为了满足输电线路三维设计和新兴招标模式要求,本文以不同技术特性的多数据源为基础,设计了一种具有多窗口交互和二三维联动功能的优化选线系统,实现了多维度、多视角协同选线,达到了多数据源集成化、信息共享化和成果精细化的选线目标。     

基于剩余使用年限的结构生命周期性能设计方法

基于概率理论结构设计的基本目的是使结构在预定的使用期内满足设计所预期的结构可靠性,包括安全性、适用性、耐久性。影响结构可靠性的荷载效应(直接或间接作用引起的结构的各种内力)与结构抗力(指结构承受荷载和变形的能力)因受到各种因素的影响,都是随时间或空间而变动的随机函数。在目前的超高层建筑结构的设计过程中,有关是否需要考虑作用及抗力的时变性能以及如何考虑的规定十分笼统。为了更加明确考虑时变性能在结构设计中的影响,在引入剩余使用年限的基础上提出了基于剩余使用年限的结构生命周期性能设计方法。并以一个超高层建筑为例,阐述了其具体应用,为今后工程中基于时变性能的结构设计提供参考。     

钠硫储能电池保温层二次优化设计

保温层的设计对保证钠硫电池处于最佳运行状态至关重要。为了解决一维热传导模型结果与实验值相差过大的问题,基于三维导热理论模型,采用有限元软件ANSYS Workbench建立了保温层实体模型,数值模拟了各层保温材料的温度分布情况,并提出了一种钠硫电池保温结构二次优化设计方案。结果表明:采用三维模型的计算结果与实验值较接近;优化保温层材料与结构后,保温结构厚度缩减了37.5%,且最外层温度明显减低。实验结果可为储能电池保温结构的二次优化设计提供技术参考。     

向家坝800MW发电机过励限制器的剖析及试验

分析了过励限制器的功能特点和设计要求,提出了向家坝水电站800MW发电机过励限制器模型。通过RTDS仿真试验和动态数据分析,总结了过励限制器与过励保护、强励限制和发电机过负荷保护配合的技术特点,对大容量发电机组过励限制器应用提供了借鉴和参考。     

考虑锁相环的双馈风力发电机组无源控制

为了降低大规模变速风力发电机接入电网的运行风险,需要研究风力发电机组的控制策略,增加风电对系统功率振荡的抑制能力。该文通过锁相环实现dq坐标系定向以及输出参考点频率值,考虑锁相环的动态作用建立风力发电机组和电网频率之间的端口受控耗散哈密尔顿(PCHD)模型,根据系统平衡方程求得双馈风力发电机组(DFIG)各个状态变量的期望平衡点,然后采用互联和阻尼分配无源控制(IDA-PBC)方法获得转子电压反馈控制律,从而得到DFIG机侧换流器控制和附加阻尼控制器,以改善系统的低频振荡特性,最后以单机无穷大系统和IEEE4机2区域系统为例验证本文所提方法的有效性。     

谈太原市晋东棚户区改造规划方案

以太原市晋东棚户区改造为背景,对该区位的位置、交通、环境及用地情况进行了分析,结合项目的现状,确立了具体的规划目标,介绍了规划设计理念,并对叠拼住宅、高层住宅、高层办公公寓设计作了阐述,以供借鉴。     

太原市武宿机场航空货运楼建筑设计

以太原市武宿机场航空货运楼的设计为例,根据其设计原则及指导思想,对建筑的平面功能设计、消防、节能设计、建筑立面造型设计进行了详细阐述,促使创造出的建筑物满足布局合理、功能完善、航空运输高效的要求。     

Challenging industry conceptions with provotypes

Design researchers have an important role to play when engaged with user-driven design projects in industry. Design researchers can craft ethnographic material to facilitate transfers of user-knowledge to industry, and demonstrate how this material can be used in the design of new products and services. However, ethnographic findings can reveal issues that are in tension with conceptions of the project members from industry. Instead of brushing these tensions aside, we propose provotyping (provocative prototyping) as an approach to constructively build on them as a resource for change. Provotypes are ethnographically rooted, technically working, robust artefacts that deliberately challenge stakeholder conceptions by reifying and exposing tensions that surround a field of organisational interest. The daily and local experience of provotypes aims to stir dialectical processes of reflection on how conceptions currently are, and fuel the front end of a development process by speculating how conceptions could be different. In this article we start by making explicit the relation between provotypes, practices of critical design and organisational sense-making. We then illustrate, through a multi-stakeholder project concerning the field of indoor climate, how provotypes facilitate transfers of user knowledge to industry, and how they contribute to the development of new products and services. We end by framing the role of the design researcher and discuss the politics that are inherent to design provocations.     

Comparison of the expected damage patterns from two- and three-dimensional nonlinear dynamic analyses of a roller compacted concrete dam

The seismic performance of the tallest roller-compacted concrete gravity dam in Turkey is investigated in this study. For this purpose, two- and three-dimensional nonlinear dynamic finite element analyses were conducted to investigate the expected damage under simulated ground motions. Based on the results of finite element simulations, it was found that the three-dimensional behaviour of the dam is substantially different from the idealised two-dimensional monolith behaviour, even for a dam having monoliths separated with transverse joints. In addition, it was determined that in order to limit the cracking at the base of the dam, higher strength grout-enriched concrete must be used on the upstream and downstream faces. This study demonstrates the importance of three-dimensional modelling for gravity dams built in relatively narrow valleys along with the significance of the modelling of the nonlinear response for seismic performance assessment.