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Inertial Frames of Reference01:03

Inertial Frames of Reference

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Newton’s first law is usually considered to be a statement about reference frames. It provides a method for identifying a special type of reference frame: the inertial reference frame. In principle, we can make the net force on a body zero. If its velocity relative to a given frame is constant, then that frame is said to be inertial. So, by definition, an inertial reference frame is a reference frame where Newton's first law holds valid. Newton's first law applies to objects with...
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A reference frame accelerating or decelerating relative to an inertial frame is a non-inertial frame. To help understand this, consider what taking off in an airplane, turning a corner in a car, riding a merry-go-round, and the circular motion of a tropical cyclone all have in common. All these systems are accelerating, decelerating, or rotating relative to the Earth; hence, they all are non-inertial frames. All these systems exhibit inertial forces, which merely seem to arise from motion,...
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Information is everywhere and its presentation—such as how and when items are presented—can impact our perceptions and decisions surrounding the info. This broad concept umbrellas framing effects—influences that occur due to the way information is framed in its appearance, whether it’s purely the order or the specific wording of a message. Let’s take a look at numerous ways in which two versions of something can objectively say the same thing, yet we respond in...
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Frames are essential components of various mechanical and structural systems used daily. These structures are known for their stability and ability to bear heavy loads. A frame is constructed using two-force and multi-force members, interconnected using pin joints. In contrast, trusses are made entirely of two-force members.
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Consider a jib crane with an external load suspended from the pulley. The dimensions of the crane members are shown in the figure. A systematic analysis of the frame structure is required to determine the reaction forces at the pin joints, assuming that the pulleys are frictionless.
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Consider a hydraulic hoist supporting a load of 1 kN. Assuming a simplified schematic representation of this frame structure, the force acting on BD and BF members can be determined.
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Non-Target Structural Displacement Measurement Using Reference Frame-Based Deepflow.

Jongbin Won1, Jong-Woong Park2, Kyoohong Park1

  • 1School of Civil and Environmental Engineering, Chung-Ang University, Dongjak, Seoul 06974, Korea.

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|July 10, 2019
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Summary
This summary is machine-generated.

This study introduces a novel computer vision method for precise structural displacement monitoring. The technique overcomes limitations of existing methods, enabling accurate measurements even on surfaces lacking distinct features.

Keywords:
computer visiondeepflownon-target-based structural displacementoptical flowstructural displacement measurement

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Area of Science:

  • Engineering
  • Computer Science
  • Materials Science

Background:

  • Structural health monitoring (SHM) requires accurate displacement measurement, which is challenging in field conditions.
  • Existing methods for dynamic displacement measurement are often costly, labor-intensive, and lack precision for small movements.
  • Computer vision (CV)-based methods offer a cost-effective, remote, and accurate alternative, but non-target-based approaches face challenges like feature point issues and drift.

Purpose of the Study:

  • To develop an improved non-target-based CV method for structural displacement measurement.
  • To address limitations of existing CV methods, including insufficient feature points, detection errors, occlusion, and drift.
  • To enable accurate displacement tracking in regions lacking distinct natural features.

Main Methods:

  • A reference frame-based Deepflow algorithm was integrated with masking and signal filtering.
  • The method allows users to select points of interest (POIs) for displacement tracking, even in low-gradient image areas.
  • Displacement is calculated directly, mitigating drift from accumulated measurement errors.

Main Results:

  • The proposed method was experimentally validated on a cantilevered beam under ambient and occluded conditions.
  • Accuracy was compared against a reference laser displacement sensor, demonstrating high precision.
  • The technique successfully extracted structural displacement in regions without distinct natural features.

Conclusions:

  • The developed reference frame-based CV algorithm provides a drift-free and accurate solution for non-target-based displacement measurement.
  • This method enhances flexibility in SHM, allowing displacement monitoring on diverse structural surfaces.
  • The approach offers a cost-effective and efficient alternative for measuring small dynamic displacements in real-world scenarios.