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Savithramma R M

Publications and source records attributed to Savithramma R M.

2 recordsLinked to original sources

Fault-Geometry-Aware Control Allocation for Emergency Quadrotor Landing under Single-Motor Loss of Effectiveness

Partial single-motor loss of effectiveness (LoE) changes the remaining control-authority geometry of a quadrotor and can change which control allocator performs best during emergency landing[cite: 11]. We compare three allocators in Crazyflie software-in-the-loop simulation: bounded weighted least squares (reported as PINV), a finite-candidate residual allocator (QP-lite), and the same residual allocator with scoring parameters tuned offline by the Cross-Entropy Method (CEM)[cite: 11]. For this study, fault geometry is represented by the known failed-motor index[cite: 11]. At $η=0.496$ remaining effectiveness, matched development trials select CEM for M1, M3, and M4 and PINV for M2; the M3 selection is a one-trial margin (29/30 versus 28/30)[cite: 11]. After freezing this routing map, the policy achieves 117/120 safe first-contact touchdowns on fresh seeds and 115/120 in a separate randomized-order integrated-supervisor evaluation[cite: 11]. For the critical M2/PINV branch, Firth regression gives a nominal $η_{50}\approx0.4956$ with a within-model 95% bootstrap interval of approximately [0.4955, 0.4956][cite: 11]. One-factor-at-a-time $\pm10\%$ plant perturbations shift $η_{50}$ by up to 0.05495 for thrust coefficient and 0.04974 for mass; the most frequent violated first-contact criterion also changes from vertical speed in many conditions to angular rate for mass -10% and thrust-coefficient +10%[cite: 11]. At fixed $η=0.496$, PINV has a higher M2 safe count than frozen CEM in 9/11 tested plant states and ties in 2/11; the two ties are both 0/30[cite: 11]. The experiments therefore distinguish motor-conditioned allocator selection from sensitivity to plant-model mismatch[cite: 11].

cs.RO↗

Variability Analysis of Isolated Intersections Through Case Study

Population and economic growth of urban areas have led to intensive use of private vehicles, thereby increasing traffic volume and congestion on roads. The traffic management in the city is a challenge for concerned authorities, and the signalized intersections are the primary interest of traffic management. Interpreting traffic patterns and current traffic signal operations can provide thorough insights to take appropriate actions. In this view, a comprehensive study is conducted at selected intersections from Tumakuru (tier-2 city), Karnataka, India. Data estimates traffic parameters such as saturation flow, composition, volume, and volume-to-capacity ratio. The statistical results currently confirm the stable traffic condition but do not ensure sustainability. The volume-to-capacity ratio is greater than 0.73 along three major arterial roads of study intersections, indicating congestion in the future as the traffic volume is increasing gradually, as per the Directorate of Urban Land Use and Transportation, Government of Karnataka. The statistical results obtained through the current study uphold the report. The empirical results showed 40% of green time wastage at one of the study intersections, which results in additional waiting delays, thereby increasing fuel consumption and emissions. The overall service level of the study intersections is of class C based on computed delay and volume-to-capacity ratio. The study suggests possible treatments for improving the service level at the intersection operations and sustaining the city's stable traffic condition. The study supports city traffic management authorities in identifying suitable treatment and implementing accordingly.

cs.CY↗