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Related Concept Videos

Bending of Members Made of Several Materials01:08

Bending of Members Made of Several Materials

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In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
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Bending01:10

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Pure bending is a fundamental concept in structural mechanics, essential for understanding how materials deform under symmetrical loads without direct forces. Pure bending occurs when prismatic members, such as beams, are subjected to equal and opposite moments that induce bending. The phenomenon is crucial as it allows for predicting stress distributions without the influence of axial or shear forces.
In pure bending, the bending stress in a beam is calculated based on the bending moment and...
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Angle of Twist - Elastic Range01:13

Angle of Twist - Elastic Range

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Consider a cylindrical shaft with a length denoted by L and a consistent cross-sectional radius referred to as r. This shaft undergoes a torque at the free end. The highest shearing strain within the shaft is directly proportional to the twist angle and the radial distance from the shaft axis. When the shaft behaves elastically, this shearing strain can be articulated using variables such as the applied torque, radial distance, the polar moment of inertia, and the modulus of rigidity. By...
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Elastic Curve from the Load Distribution01:16

Elastic Curve from the Load Distribution

247
The structural behavior of beams under distributed loads is critical for engineering analysis, which focuses on predicting how beams bend and react under such conditions. Different types of beams (e.g., cantilever, supported, or overhanging) behave differently under distributed load conditions.
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments.
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Torsional Pendulum01:09

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A torsional pendulum involves the oscillation of a rigid body in which the restoring force is provided by the torsion in the string from which the rigid body is suspended. Ideally, the string should be massless; practically, its mass is much smaller than the rigid body's mass and is neglected.
As long as the rigid body's angular displacement is small, its oscillation can be modeled as a linear angular oscillation. The amplitude of the oscillation is an angle. The role of mass is played...
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Unsymmetric Bending01:18

Unsymmetric Bending

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Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
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Updated: Aug 22, 2025

Stretching Short Sequences of DNA with Constant Force Axial Optical Tweezers
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A Pliable Lasso.

Robert Tibshirani1, Jerome Friedman1

  • 1Departments of Biomedical Data Science and Statistics, Stanford University, Stanford, CA.

Journal of Computational and Graphical Statistics : a Joint Publication of American Statistical Association, Institute of Mathematical Statistics, Interface Foundation of North America
|November 7, 2022
PubMed
Summary
This summary is machine-generated.

We introduce a flexible lasso generalization enabling model coefficients to adapt based on modifying variables like age or time. This method enhances predictive accuracy by allowing coefficients to vary dynamically, improving model interpretability.

Keywords:
InteractionsLinear regressionRegularization

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Area of Science:

  • Statistics
  • Machine Learning
  • Econometrics

Background:

  • The standard lasso provides a robust method for feature selection and regularization in high-dimensional data.
  • However, it assumes fixed coefficients, limiting its ability to capture complex relationships where effects vary across subgroups or over time.

Purpose of the Study:

  • To propose a novel generalization of the lasso that allows model coefficients to vary as a function of prespecified modifying variables.
  • To develop a computationally efficient algorithm for estimating this varying coefficient model, incorporating exact screening rules for large datasets.

Main Methods:

  • A hierarchical estimation approach is employed to manage degrees of freedom and prevent overfitting.
  • The proposed method models each lasso coefficient as a sparse linear function of modifying variables (e.g., gender, age, time).
  • The modifying variables can be observed, partially observed, or entirely unobserved.

Main Results:

  • The generalization effectively captures dynamic coefficient variations, offering improved model flexibility.
  • A computationally efficient algorithm with exact screening rules is presented, enabling scalability to large numbers of predictors.
  • The method demonstrates strong performance on both simulated and real-world datasets.

Conclusions:

  • The proposed varying coefficient lasso offers a powerful and flexible extension to the standard lasso.
  • It provides a principled way to incorporate interactions and subgroup effects, enhancing model interpretability and predictive performance.
  • The efficient algorithm facilitates its application in diverse scientific and data-intensive fields.