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DIRECT YAW-MOMENT CONTROL OF ELECTRIC VEHICLE WITH IN-WHEEL MOTOR DRIVE SYSTEM
Daoyuan Liu,Song Huang,Sen Wu,Xiang Fu 한국자동차공학회 2020 International journal of automotive technology Vol.21 No.4
With the development of redundant driving system, vehicles’ maneuverability and stability have great optimized potential. In this research, an electric off-road vehicle is served as controlled objective and a dynamic direct yaw-moment controller is proposed to realize the smooth accommodation of vehicle longitudinal-lateral motion under various transport conditions via controlling In-wheel motor (IWM) drive system. A data fusion technology is employed to enhance the control accuracy and responsiveness via amending the metrical data of INS and GPS primarily, and the discrete measured information are transmitted to a unscented particle filter with fine resampling (UPF-FR) that estimates the sideslip angle and yaw rate synchronously. Then, a feedforward-feedback control system is constructed to improves the controlled vehicle’s maneuverability and stability based on the calculated active yaw moment. It is noteworthy that a nonlinear finite time feedback control system is utilized to acquire minimum error between the actual vehicle status and the desired vehicle status. After that, the IWM drive system execute the active yaw moment through modulating every motor’s alternate current independently. In the end, some specific simulation and real tests are conducted to verify the performance of hierarchical control system.
Structural System Selection and Highlights of Changsha IFC T1 Tower
Jianlong, Zhou,Daoyuan, Lu,Liang, Huang,Jun, Ji,Jun, Zhu,Jingyu, Wang Council on Tall Building and Urban Habitat Korea 2014 International journal of high-rise buildings Vol.3 No.2
This paper presents the determination of the structural system of the Changsha IFC T1 tower with 452 m in architectural height and 440.45 m in structural height. Sensitivity analyses are carried out by varying the location of belt trusses and outriggers. The enhancement of seismic capacity of the outer frame by reasonably adjusting the column size is confirmed based on parametric studies. The results from construction simulation including the non-load effect of structures demonstrate that the deformation of vertical members has little effect on the load-bearing capacity of belt trusses and outriggers. The elastoplastic time-history analysis shows that the overall structure under rare earthquake load remains in an elastic state. The influence of the frame shear ratio and frame overturning moment ratio on the proposed model and equivalent mega column model is investigated. It is found that the frame overturning moment ratio is more applicable for judging the resistance of the outer frame against lateral loads. Comparison is made on the variation of these two effects between a classical frame-core tube-outrigger structure and a structure with diagonal braces between super columns under rare earthquakes. The results indicate that plasticity development of the top core cube of the braced structure may be significantly improved.
Peng Miao,Liujun Fan,Daoyuan Zhang 제어·로봇·시스템학회 2021 International Journal of Control, Automation, and Vol.19 No.4
Based on the second order differential equation, this paper investigates finite-time stability, finite-timeconvergence criterions and estimates of convergence time. The main contributions of this paper lie in the factthat two new finite-time convergence criterions are proposed through the property of the second order differentialequation and their upper bound of the convergence time is derived. In addition, our finite-time stability criterionsare used to a recurrent neural network for solving time-varying Sylvester equation and Pseudo-Inverse of a Matrix. At last, a numerical example and a Pseudo-Inverse of a Matrix demonstrate the effectiveness of our method.
Yinyin Chen,Xinde Zheng,Hang Jin,Shengming Deng,Daoyuan Ren,Andreas Greiser,Caixia Fu,Hongxiang Gao,Mengsu Zeng 대한영상의학회 2019 Korean Journal of Radiology Vol.20 No.1
Objective: The purpose of this study was to prospectively investigate the value of the myocardial extracellular volume fraction (ECV) in predicting myocardial functional outcome after revascularization of coronary chronic total occlusion (CTO). Materials and Methods: Thirty patients with CTO underwent cardiovascular magnetic resonance (CMR) before and 6 months after revascularization. Three baseline markers of functional outcome were evaluated in the dysfunctional segments assigned to the CTO vessels: ECV, transmural extent of infarction (TEI), and unenhanced rim thickness (RIM). At the global level, the ECV values of the whole myocardium with and without a hyperenhanced region (global and remote ECV) were respectively measured. Results: In per-segment analysis, ECV was superior to TEI and RIM in predicting functional recovery (area under receiver operating characteristic curve [AUC]: 0.86 vs. 0.75 and 0.73, all p values < 0.010), and it emerged as the only independent predictor of regional functional outcome (odds ratio [OR] = 0.83, 95% confidence interval [CI]: 0.77–0.89; p < 0.001) independent of collateral circulation. In per-patient analysis, global baseline ECV was indicative of ejection fraction (EF) at the follow-up examination (β = -0.61, p < 0.001) and changes in EF (β = -0.57, p = 0.001) in multivariate regression analysis. A patient with global baseline ECV less than 30.0% (AUC, 0.93; sensitivity 94%, specificity 80%) was more likely to demonstrate significant EF improvement (OR: 0.38; 95% CI: 0.17–0.85; p = 0.019). Conclusion: Extracellular volume fraction obtained by CMR may provide incremental value for the prediction of functional recovery both at the segmental and global levels in CTO patients, and may facilitate the identification of patients who can benefit from revascularization.