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Related Concept Videos

Types of Damping01:20

Types of Damping

If the amount of damping in a system is gradually increased, the period and frequency start to become affected because damping opposes, and hence slows, the back and forth motion (the net force is smaller in both directions). If there is a very large amount of damping, the system does not even oscillate; instead, it slowly moves toward equilibrium. In brief, an overdamped system moves slowly towards equilibrium, whereas an underdamped system moves quickly to equilibrium but will oscillate about...
Stability of structures01:14

Stability of structures

In mechanical engineering, the stability of systems under various forces is critical for designing durable and efficient structures. One fundamental way to explore these concepts is by analyzing systems like two rods connected at a pivot point, O, with a torsional spring of spring constant k at the pivot point. This system is similar in appearance to a scissor jack used to change tires on a car. In this case, the arms of the linkage (equivalent to the rods in this system) are entirely vertical,...
Transient and Steady-state Response01:24

Transient and Steady-state Response

In control systems, test signals are essential for evaluating performance under various conditions. The ramp function is effective for systems undergoing gradual changes, while the step function is suitable for assessing systems facing sudden disturbances. For systems subjected to shock inputs, the impulse function is the most appropriate test signal.
These test signals are integral in designing control systems to exhibit two key performance aspects: transient response and steady-state response.
Damped Oscillations01:07

Damped Oscillations

In the real world, oscillations seldom follow true simple harmonic motion. A system that continues its motion indefinitely without losing its amplitude is termed undamped. However, friction of some sort usually dampens the motion, so it fades away or needs more force to continue. For example, a guitar string stops oscillating a few seconds after being plucked. Similarly, one must continually push a swing to keep a child swinging on a playground.
Although friction and other non-conservative...
Pole and System Stability01:24

Pole and System Stability

The transfer function is a fundamental concept representing the ratio of two polynomials. The numerator and denominator encapsulate the system's dynamics. The zeros and poles of this transfer function are critical in determining the system's behavior and stability.
Simple poles are unique roots of the denominator polynomial. Each simple pole corresponds to a distinct solution to the system's characteristic equation, typically resulting in exponential decay terms in the system's response.
Stability of Equilibrium Configuration01:23

Stability of Equilibrium Configuration

Understanding the stability of equilibrium configurations is a fundamental part of mechanical engineering. In any system, there are three distinct types of equilibrium: stable, neutral, and unstable.
A stable equilibrium occurs when a system tends to return to its original position when given a small displacement, and the potential energy is at its minimum. An example of a stable equilibrium is when a cantilever beam is fixed at one end and a weight is attached to the other end. If the weight...

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Related Experiment Video

Updated: Jun 17, 2026

Evolution of Staircase Structures in Diffusive Convection
07:28

Evolution of Staircase Structures in Diffusive Convection

Published on: September 5, 2018

High skill in low-frequency climate response through fluctuation dissipation theorems despite structural instability.

Andrew J Majda1, Rafail Abramov, Boris Gershgorin

  • 1Department of Mathematics and Center for Atmosphere Ocean Science, Courant Institute of Mathematical Sciences, New York University, New York, NY 10012, USA. jonjon@cims.nyu.edu

Proceedings of the National Academy of Sciences of the United States of America
|January 19, 2010
PubMed
Summary

Climate change models face irreducible imprecision. New algorithms based on the Fluctuation Dissipation Theorem (FDT) offer a skillful approach to predict climate change, improving model accuracy and efficiency.

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Area of Science:

  • Climate Science
  • Computational Modeling
  • Statistical Mechanics

Background:

  • Climate change science predicts long-term planetary changes using complex atmospheric and oceanic models.
  • These models parameterize physical features, introducing irreducible imprecision and structural instability.
  • This imprecision can significantly hamper the predictive skill of climate models.

Purpose of the Study:

  • To advocate for a systematic approach to address irreducible imprecision in climate models.
  • To explore the application of algorithms based on the Fluctuation Dissipation Theorem (FDT).
  • To demonstrate the practical and computational advantages of FDT in climate change science.

Main Methods:

  • Developed and applied algorithms based on the Fluctuation Dissipation Theorem (FDT).
  • Utilized mathematical theory as guidelines for developing skillful FDT algorithms.
  • Tested FDT in three distinct models: analytical, reduced stochastic, and models with fast unstable modes.

Main Results:

  • Established a skillful FDT algorithm that effectively handles irreducible imprecision in climate models.
  • Demonstrated that the FDT response operator can be used directly for multiple scenarios and parameter variations.
  • Achieved high predictive skill for climate change despite inherent model structural instability.

Conclusions:

  • The Fluctuation Dissipation Theorem (FDT) provides a robust framework for improving climate model predictions.
  • FDT offers significant computational advantages, reducing the need for repeated complex model simulations.
  • This approach enhances the reliability and efficiency of climate change science.