相关实验视频

Updated: Jun 18, 2025

Robotized Testing of Camera Positions to Determine Ideal Configuration for Stereo 3D Visualization of Open-Heart Surgery
05:12

Robotized Testing of Camera Positions to Determine Ideal Configuration for Stereo 3D Visualization of Open-Heart Surgery

Published on: August 12, 2021

2.0K

用多个平衡基点和密集单眼SLAM的信心来完成深度完成.

Weijian Xie, Guanyi Chu, Quanhao Qian

    IEEE transactions on visualization and computer graphics
    |July 29, 2024
    PubMed
    概括

    本研究介绍了BBC-Net,这是一个轻量级的网络,用于在移动设备上增强/虚拟现实 (AR/VR) 中单眼密集映射. 它为实时应用程序提供高效,高质量的密集SLAM (同时定位和映射).

    更多相关视频

    Author Spotlight: Enhancement of Salient Object Detection for Smart Grid Applications03:31

    Author Spotlight: Enhancement of Salient Object Detection for Smart Grid Applications

    Published on: December 15, 2023

    512
    High-resolution, High-speed, Three-dimensional Video Imaging with Digital Fringe Projection Techniques11:34

    High-resolution, High-speed, Three-dimensional Video Imaging with Digital Fringe Projection Techniques

    Published on: December 3, 2013

    15.6K

    相关概念视频

    Depth Perception and Spatial Vision01:15

    Depth Perception and Spatial Vision

    Depth perception is the ability to perceive objects three-dimensionally. It relies on two types of cues: binocular and monocular. Binocular cues depend on the combination of images from both eyes and how the eyes work together. Since the eyes are in slightly different positions, each eye captures a slightly different image. This disparity between images, known as binocular disparity, helps the brain interpret depth. When the brain compares these images, it determines the distance to an object.
    616
    Common Leveling Mistakes and Errors01:17

    Common Leveling Mistakes and Errors

    A survey team is tasked with determining the elevation difference between points Point A and Point B, separated by uneven terrain. They use a leveling instrument and a leveling rod.Common MistakesMisreading the Rod: During a backsight reading at Point A, the instrumentman observes the rod partially obscured by tall grass. Instead of reading 1.135 m, they mistakenly record 1.735 m due to the misalignment of the crosshair with the wrong graduation. This error adds 0.600 m to all subsequent...
    71
    Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device01:30

    Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device

    Surveyors use Global Positioning System (GPS) technology to measure the precise location and elevation of points on Earth. In a recent survey, GPS receivers were used to determine the coordinates and elevations of two park monuments. The process involved careful mission planning, data collection, and correction to ensure accuracy. The survey began with mission planning to identify optimal satellite visibility and minimize Position Dilution of Precision (PDOP). A geodetic control point...
    27