'Maximum response' diaporamas de présentation

CS 558 Computer Vision

CS 558 Computer Vision. Lecture VI: Corner and Blob Detection. Slides adapted from S. Lazebnik. Outline. Corner detection Why detecting features? Finding corners: basic idea and mathematics Steps of Harris corner detector Blob detection Scale selection

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c onsulting engineers and scientists

c onsulting engineers and scientists. Updates on Ground Motion and Geotechnical Data Requirements in the 2013 CBC Jorge F. Meneses, PhD, PE, GE, D.GE, F.ASCE Carlsbad, California. AEG Inland Empire Chapter Continuing Education Series May 31, 2014. Outline. Overview Design earthquakes

764 views • 54 slides

Variance and covariance

General additive models. Variance and covariance. Sums of squares. M contains the mean. The coefficient of correlation. We deal with samples. For a matrix X that contains several variables holds. The diagonal matrix S X contains the standard deviations as entries .

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Another kind of feature: blob

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Drug-Receptor Interactions

Drug-Receptor Interactions. Dr. Robert L. Copeland Dept of Pharmacology. Concept of specific drug receptors.

2.45k views • 27 slides

HMAX Models Architecture

HMAX Models Architecture. Jim Mutch March 31, 2010. Topics. Basic concepts: Layers, operations, features, scales, etc. Will use one particular model for illustration; concepts apply generally. Introduce software. Model variants. Attempts to find best parameters. Some current challenges.

366 views • 22 slides

Dose-Response Relationships

Dose-Response Relationships . Lesson 6. Dose & Drug Effects. Pharmacodynamics what the drug does to the body Effects of drug depends on dose In general... as dose increases, effects increase to a maximum then effects decrease ~. Peak Effects as Function of Dose. max. Behavior.

915 views • 21 slides

Semi-active Management of Structures Subjected to High Frequency Ground Excitation

Semi-active Management of Structures Subjected to High Frequency Ground Excitation. C.M. Ewing, R.P. Dhakal, J.G. Chase and J.B. Mander 19 th ACMSM, Christchurch, New Zealand, 2006. The Scene. Structures can be highly vulnerable to a variety of environmental loads

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INTRODUCTION TO EARTHQUAKE ENGINEERING SPRING 2010 LECTURE SET 03

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