Univariate normal distribution, Civil Engineering

Assignment Help:

Univariate normal distribution:

Let X = (XI, X2, ..., Xn,) has the multivariate normal distribution (5.26) of Section 5.4. Show that Y = a X ' follows a univariate normal distribution where a = ( a1 a2 ..., an, ). Also find the mean and the variance of Y.

Solution:

We have

My(t)= E (etY)= E(etaX') = E(eτX')

where τ = ta = (ta1, ta2,..., tan ).

From Example 3 of Section 5.4, we have

MX (t) = E(e tX') = e τμ' +1/2(t∑ t')

Hence

My(t) = MX(τ) = eτμ' - ½ (τ∑τ') =e t(a μ')-1/2 t2(a∑a')

=e -1/2 t2 σ2

Where

1083_Univariate normal distribution.png

842_Univariate normal distribution3.png

Hence

MX(t) = e tμ+1/2 (t2σ2)

in other words Y - N ( μ, σ2 ) where

682_Univariate normal distribution2.png

842_Univariate normal distribution3.png


Related Discussions:- Univariate normal distribution

Sewer, what are the procedure of surveying for sewer projects/

what are the procedure of surveying for sewer projects/

Plot vertical displacement - cantilever beam, 1. The cantilever beam-like s...

1. The cantilever beam-like structure  shown below is modeled  using  a 2 x 10 mesh of rectangular four-node plane stress elements of equal size. Do the following and compare with

Angle measurment, calculating included angle and bearing

calculating included angle and bearing

Aggregate value, how to calibrate AGGREGATE IMPACT VALUE TESTING MACHINE

how to calibrate AGGREGATE IMPACT VALUE TESTING MACHINE

Overtaking sight distance, Overtaking Sight Distance: Overtaking sight...

Overtaking Sight Distance: Overtaking sight distance is calculated on the assumption that the overtaking vehicle (i) travels behind the overtaken vehicle to perceive the clear

Determine the cubic yard in the ground, An earthwork contractor encountered...

An earthwork contractor encountered a location within the borrow area where the geological conditions changed.  Instead of encountering 100 cubic yards of wet clay, the contractor

How to do deflection calculations, How to do deflection calculations Ba...

How to do deflection calculations Basic values of span to effective depth ratios for spans upto 10m may be taken as 7, 20 and 26 for cantilever, simply supported and continuous

Geometric design, calculating OVERTAKING SIGHT DISTANCE

calculating OVERTAKING SIGHT DISTANCE

#title., desirable properties in green concrete

desirable properties in green concrete

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd