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  1. May 1, 2016 · Terminal steepest descent algorithm (TSDA) based on finite-time theory is adopted. The developed package can either estimate slope stability or perform back analyses. The errors converge to zero which makes analyses more accurate and time-effective.

  2. Jan 5, 2017 · Attitude Constrained Robust Explicit Guidance for Terminal Phase of Autonomous Lunar Soft-Landing 26 March 2024 | The Journal of the Astronautical Sciences, Vol. 71, No. 2 Optimal guidance for lunar soft landing with dynamic low-resolution image sequences

  3. Dec 1, 2019 · This paper presents a guidance and control strategy for the planning and execution of optimized 4DT in descent operations. The guidance process determines a Time-and-Energy (T&E) optimal trajectory to be flown along the descent phase by an aircraft operating under instrument flight conditions.

    • Yixiang Lim, Alessandro Gardi, Roberto Sabatini, Kavindu Ranasinghe, Neta Ezer, Kevin Rodgers, Dan S...
    • 2019
  4. An explicit guidance algorithm for multi-constrained terminal descent phase of lunar soft landing is presented in this paper. A minimum jerk guidance is designed and extended for this purpose to achieve the terminal control and state constraints.

  5. 1 day ago · View a PDF of the paper titled Dynamic Decoupling of Placid Terminal Attractor-based Gradient Descent Algorithm, by Jinwei Zhao (1) and 13 other authors. Gradient descent (GD) and stochastic gradient descent (SGD) have been widely used in a large number of application domains. Therefore, understanding the dynamics of GD and improving its ...

  6. Apr 13, 2014 · A concept of the terminal descent control algorithm of the descent module at reentry into the Earth atmosphere with near-parabolic velocity is proposed. Trajectories with one and two (skip reentry) reentries are considered.

  7. May 1, 2016 · Extreme learning algorithm is used to train rock slope stability evaluation system. Terminal steepest descent algorithm (TSDA) based on finite-time theory is adopted. The developed package can either estimate slope stability or perform back analyses.

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