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CLion 2021 2 est disponible, l EDI C/C++ multiplateforme de JetBrains simplifie les configurations de compilation et améliore le débogage, entre autres

CLion 2021 2 est disponible, l EDI C/C++ multiplateforme de JetBrains simplifie les configurations de compilation et améliore le débogage, entre autres
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Система мониторинга и контроля промышленной безопасности гидротехнических сооружений: плотины, дамбы

Система мониторинга и контроля промышленной безопасности гидротехнических сооружений: плотины, дамбы Необходимость контроля промышленной безопасности ГТС  Необходимость контроля промышленной безопасности гидротехнических сооружений (ГТС), мониторинга и оценки воздействий �

Supernumerary Robotic Limbs (SRL) - MIT d Arbeloff Lab

MIT d Arbeloff Lab Introduction The Supernumerary Robotic Limbs (SRL) is a wearable robot which provides a human user with two additional robotic arms. The SRL is being used to assist wearers in complex tasks, to compensate for their weight while working in uncomfortable positions, and to augment their balance during walking. The robot has a wide range of applications, including the aircraft manufacturing industry, construction sites, elderly assistance and gait rehabilitation. The Supernumerary Robotic Limbs (SRL) concept. The SRL augments the human body by providing two additional robotic limbs. This represents a new form of human augmentation. Design The Supernumerary Robotic Limbs (SRL) is composed of four main parts. First, it is equipped with a harness that forms a comfortable yet firm interface with the human body. The harness is attached to the robot base, which follows the shape of the user’s hip and contains control electronics and power storage units. Lastly, two ro

Numerical simulation of the effect of moving loads on saturated subgra by H Y Zhao, B Indraratna et al

Abstract The substantial increase in excess pore pressure and plastic strain in subgrade soil due to faster and heavier trains is a major cause of track instability. Stresses that occur in track substructure during the passage of trains have not often been captured accurately due to insufficient rigour in dynamic analysis. This paper presents a numerical investigation into the plastic/dynamic characteristics of a saturated porous medium (capping and subgrade) subjected to moving axle loads. In this study, a detailed numerical analysis is described, whereby a coupled fluid-dynamic framework is developed for the saturated porous medium in conjunction with a generalized plasticity model, in order to examine the cyclic loading response of a soft subgrade soil. The constitutive model is calibrated by undrained cyclic triaxial testing carried out on a soft foundation soil retrieved from a coastal railroad site having a historical record of mud pumping. Kelvin elements are attached to the

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