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排序方式: 共有1707条查询结果,搜索用时 31 毫秒
61.
QIAO Gang ZHANG Xiao-ping ZHAO Xin 《船舶与海洋工程学报》2006,5(3):46-50
1 Introduction1 An acoustic vector sensor (AVS) simultaneously measures the acoustic pressure and the components of acoustic particle velocity which render the basis for developing new signal processing methods[1-2]. The higher processing gain can be obta… 相似文献
62.
ZHANG Lan-yue YANG De-sen 《船舶与海洋工程学报》2006,5(3):41-45
1 Introduction1 The Min-Norm(MN) algorithm was proposed by Kumaresan and Tufts[1] for estimating the DOA of targets applied at pressure sensor arrays. It has been proved that lower bias and higher resolution of DOA estimation using the MN algorithm is obt… 相似文献
63.
64.
介绍了转换层结构的概念及国内外对转换层结构位置的研究现状,阐述了转换层结构分析的两种方法:振型分解反应谱法和动力时程分析法,运用这两种方法举例分析了转换层位置对结构自振周期、振型、地震反应力及分布等地震反应的影响,最后提出应按照规范要求限制转换层的设置高度,并适当加强转换层上下一至两层竖向构件的截面及配筋设计的建议。 相似文献
65.
The Powell's method was developed to determine the optimal stiffness and damping of multi-tuned mass dampers (MTMD) in offshore wind turbine (OWT) support structures under fatigue loads. Numerical examples indicated that the Powell's method results are always better than those using MTMD formulations. With the exception of the blade passing (3P) frequency, it was found in this work that a positive integer (n) multiple of the 3P frequency will also result in a large wind-induced vibration, which can be excited by the frequency of the first structural vertical rotation mode and will cause significant fatigue damage. The first translation mode TMD installed at the tower top is efficient to increase fatigue life at the tower and brace connections, but it cannot reduce fatigue damage at the column and brace connections below the platform. The second translation mode TMD can reduce fatigue damage resulting from large wave loads and thus increase the fatigue life of the braces and columns. The mode-3 TMD with a reduction in the 3(3P) vertical rotation can effectively increase the fatigue life of the braces and columns. Thus, the appropriate use of these TMDs can be effective for the fatigue problem of OWT support structures. 相似文献
66.
从原理和适用性的角度对美标高桩码头抗震计算方法进行对比,着重研究了位移法及其中的替代结构法。对替代结构法中推覆曲线的双折线化方式、阻尼比计算、反应谱衰减等影响因素进行分析。通过推覆分析和替代结构法计算变形能力和地震位移、复核码头抗震性能。结合实际案例,采用反应谱法和替代结构法对某高桩码头结构进行抗震分析。结果表明反应谱法趋于保守,不能反映塑性后的荷载衰减,相比而言替代结构法更为准确。而对于替代结构法,不同的等效阻尼比会较大程度影响地震位移结果。 相似文献
67.
Dongjoo Park Laurence R. Rilett Byron J. Gajewski Clifford H. Spiegelman Changho Choi 《Transportation》2009,36(1):77-95
With the recent increase in the deployment of ITS technologies in urban areas throughout the world, traffic management centers
have the ability to obtain and archive large amounts of data on the traffic system. These data can be used to estimate current
conditions and predict future conditions on the roadway network. A general solution methodology for identifying the optimal
aggregation interval sizes for four scenarios is proposed in this article: (1) link travel time estimation, (2) corridor/route
travel time estimation, (3) link travel time forecasting, and (4) corridor/route travel time forecasting. The methodology
explicitly considers traffic dynamics and frequency of observations. A formulation based on mean square error (MSE) is developed
for each of the scenarios and interpreted from a traffic flow perspective. The methodology for estimating the optimal aggregation
size is based on (1) the tradeoff between the estimated mean square error of prediction and the variance of the predictor,
(2) the differences between estimation and forecasting, and (3) the direct consideration of the correlation between link travel
time for corridor/route estimation and forecasting. The proposed methods are demonstrated using travel time data from Houston,
Texas, that were collected as part of the automatic vehicle identification (AVI) system of the Houston Transtar system. It
was found that the optimal aggregation size is a function of the application and traffic condition.
相似文献
Changho ChoiEmail: |
68.
Katharina ParryMartin L. Hazelton 《Transportation Research Part B: Methodological》2012,46(1):175-188
Estimation of origin-destination (OD) matrices from link count data is a challenging problem because of the highly indeterminate relationship between the observations and the latent route flows. Conversely, estimation is straightforward if we observe the path taken by each vehicle. We consider an intermediate problem of increasing practical importance, in which link count data is supplemented by routing information for a fraction of vehicles on the network. We develop a statistical model for these combined data sources and derive some tractable normal approximations thereof. We examine likelihood-based inference for these normal models under the assumption that the probability of vehicle tracking is known. We show that the likelihood theory can be non-standard because of boundary effects, and provide conditions under which such irregular behaviour will be observed in practice. For regular cases we outline connections with existing generalised least squares methods. We then consider estimation of OD matrices under estimated and/or misspecified models for the probability of vehicle tracking. Theoretical developments are complemented by simulation experiments and an illustrative example using a section of road network from the English city of Leicester. 相似文献
69.
Baibing Li 《Transportation Research Part B: Methodological》2012,46(1):85-99
Vehicle time headway is an important traffic parameter. It affects roadway safety, capacity, and level of service. Single inductive loop detectors are widely deployed in road networks, supplying a wealth of information on the current status of traffic flow. In this paper, we perform Bayesian analysis to online estimate average vehicle time headway using the data collected from a single inductive loop detector. We consider three different scenarios, i.e. light, congested, and disturbed traffic conditions, and have developed a set of unified recursive estimation equations that can be applied to all three scenarios. The computational overhead of updating the estimate is kept to a minimum. The developed recursive method provides an efficient way for the online monitoring of roadway safety and level of service. The method is illustrated using a simulation study and real traffic data. 相似文献
70.
船舶中速主机低频排气噪声控制研究 总被引:2,自引:1,他引:1
结合在船舶建造中遇到的低频主机排气噪声控制问题,从实船噪声源的确定、主机排气噪声谱分析和消声器声学性能验证等方面进行探索,并从排气噪声控制角度对船舶柴油机排气系统设计提出了建议。 相似文献