排序方式: 共有82条查询结果,搜索用时 15 毫秒
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《Applied Mathematical Modelling》2014,38(5-6):1753-1774
An active fault tolerant control (FTC) scheme is proposed in this paper to accommodate for an industrial steam turbine faults based on integration of a data-driven fault detection and diagnosis (FDD) module and an adaptive generalized predictive control (GPC) approach. The FDD module uses a fusion-based methodology to incorporate a multi-attribute feature via a support vector machine (SVM) and adaptive neuro-fuzzy inference system (ANFIS) classifiers. In the GPC formulation, an adaptive configuration of its internal model has been devised to capture the faulty model for the set of internal steam turbine faults. To handle the most challenging faults, however, the GPC control configuration is modified via its weighting factors to demand for satisfactory control recovery with less vigorous control actions. The proposed FTC scheme is hence able to systematically maintain early FDD with efficient fault accommodation against faults jeopardizing the steam turbine availability. Extensive simulation tests are conducted to explore the effectiveness of the proposed FTC performances in response to different categories of steam turbine fault scenarios. 相似文献
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TD-SCDMA与LTE系统的比较 总被引:1,自引:0,他引:1
汪晓蕾 《电信工程技术与标准化》2009,22(9):34-37
本文着重分析TTD—SCDMA与LTE的网络结构、帧结构、多址接入技术以及调制技术,使我们能够对比分析,深刻了解到TD—SCDMA与LTE的不同点。 相似文献
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首先对RACK接收的性能进行了分析,接着分别介绍了增强CDMAFDD上行覆盖和下行覆盖的解决方案,最后总结了CDMAFDD覆盖增强方案的应用场景。 相似文献
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文章从LTE网络发展现状出发,预测了LTE发展趋势,并分析了双模LTE基站的可行性,为运营商LTE网络建设提供了一种新的思路。 相似文献
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分析了移动通信市场发展的特点,通过预测远期移动用户及业务状况.使用ITU-RM.1390计算方法估算了移动通信2G、3G混合组网阶段对频谱资源的需求情况,并分析了3G独立组网后频谱资源估算方法. 相似文献
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This paper presents an experimental study of different algorithms for the health monitoring of frame structures subjected
to base excitation (e.g. earthquake ground motion). These algorithms use only the acceleration time histories of the input
and of the response output and are tested for the identification of the dynamic characteristics of the structure (natural
frequencies and damping ratios) and for detecting and quantifying any possible structural damage that occurs in the frame.
Three algorithms were considered: (1) a frequency domain decomposition algorithm, (2) a time domain Eigensystem Realization
Algorithm together with Observer Kalman Identification algorithm, and (3) a subsequent physical parameter identification algorithm
(MLK). Through extensive experimental testing of a four-story steel frame model on a uniaxial shake table, the performance
of the various methods as well as the inherent complications of physical instrumentation and testing are explored. 相似文献