Results 261 to 270 of about 24,156 (348)
The stiffness change and the increase in the ultimate capacity for a stiff pile resulting from a cyclic loading [PDF]
Ibsen, Lars Bo +2 more
core
Nonlocomotory Robotic Strategies for Dynamic Rotation Control in Terrestrial Robots: A Review
Terrestrial robots increasingly require rapid body rotation to maintain stability and agility in complex environments. This review shows nonlocomotory rotational control strategies that operate without ground contact, including reaction wheels, tails, bars, limbs, and thrusters.
Y. Liang +14 more
wiley +1 more source
Visual teach‐and‐repeat (VTR) navigation allows robots to learn and follow routes without building a full metric map. We show that navigation accuracy for VTR can be improved by integrating a topological map with error‐drift correction based on stereo vision.
Fuhai Ling, Ze Huang, Tony J. Prescott
wiley +1 more source
This review identifies key design considerations for insect‐inspired microrobots capable of multimodal locomotion. To draw inspiration, biological and robotic strategies for moving in air, on water surfaces, and underwater are examined, along with approaches for crossing the air–water interface.
Mija Jovchevska +2 more
wiley +1 more source
Compliant Pneumatic Feet with Real‐Time Stiffness Adaptation for Humanoid Locomotion
A compliant pneumatic foot with real‐time variable stiffness enables humanoid robots to adapt to changing terrains. Using onboard vision and pressure control, the foot modulates stiffness within each gait cycle, reducing impact forces and improving balance. The design, cast in soft silicone with embedded air chambers and Kevlar wrapping, offers durable,
Irene Frizza +3 more
wiley +1 more source
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Canadian geotechnical journal (Print), 2023
In this study, a unified p-y curve model is developed for clays in undrained conditions using the results of 3D finite element (FE) modeling. The p-y curves are primarily used in the analysis of laterally loaded piles.
A. Souri +3 more
semanticscholar +1 more source
In this study, a unified p-y curve model is developed for clays in undrained conditions using the results of 3D finite element (FE) modeling. The p-y curves are primarily used in the analysis of laterally loaded piles.
A. Souri +3 more
semanticscholar +1 more source
Limiting Force Profile for Laterally Loaded Piles in Undrained Clay
International Journal of Geomechanics, 2021This paper investigates the limiting force profile (LFP) for laterally loaded piles embedded in undrained clay.
Ruping Luo, Z X Yang
exaly +2 more sources
Laterally Loaded Piles With Bulge
Journal of Offshore Mechanics and Arctic Engineering, 2007This paper contains several investigations on the behavior of bulged piles. Bulge means the application of vertical steel plates somewhere near the ground surface to improve the lateral bearing capacity. The results of small scale tests in sand are illustrated, which demonstrate the effectiveness of such bulge.
Grabe, Jürgen, Dührkop, Jan
openaire +1 more source

