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    Sample Statistics Assignment | ExpertsMind.com|Statistics Help

    QUESTION 1 Has the volatility of the stock market increased?

    (a) You have been provided with daily data starting in January 2009 on the

    main New Zealand stock market index, the NSX-50. Choose a suitable

    model for measuring volatility on the New Zealand stock market. You may

    carry out any data transformations you believe are necessary.

    (b) Estimate your model, carry out error tests on your model and take any

    corrective measures that are required. You should include any variables

    you need to carry out the test(s) in part (c).

    (c) Carry out one or more statistical tests to determine if volatility has

    increased since the earthquake. 2

    QUESTION 2 Predicting the Stock Market

    In this question you will consider the impact on the building industry of

    the earthquake. Two construction and materials indices have been

    provided for the analysis. If your family name begins with letters from A

    to L you will use the FTSE index and if your family name begins withletters from M to Z you will use the Dow Jones index.

    (a) Estimate a market model using the construction and materials index in

    place of a share. Include any extra variables required for the test(s) in

    part (c)

    (b) Carry out error tests on your model and take any corrective measures

    that are required.

    (c) Carry out one or more statistical tests to determine if the model haschanged since the

    earthquake.

    Note that if in this or the previous question you decide that your results

    are unreliable through problems that you could have fixed, you will

    receive very low marks indeed.

    REPORT

    Write a 500 to 1000 word report discussing your analysis and findings. Anexample of the type of report required is given as an appendix to Module

    http://www.expertsmind.com/http://www.expertsmind.com/http://www.expertsmind.com/statistics-homework-assignment-help.aspxhttp://www.expertsmind.com/http://www.expertsmind.com/statistics-homework-assignment-help.aspx
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    11. Your answers to questions one and two should be included as a

    technical appendix to the report and should be formatted similarly to the

    sample tutorial answers I have provided.

    Answers

    QUESTION 1 Has the volatility of the stock market increased?

    (a) You have been provided with daily data starting in January 2009 on the

    main New

    Zealand stock market index, the NSX-50. Choose a suitable model for

    measuring

    volatility on the New Zealand stock market. You may carry out any datatransformations

    you believe are necessary.

    (b) Estimate your model, carry out error tests on your model and take any

    corrective

    measures that are required. You should include any variables you need to

    carry out the

    test(s) in part (c).

    (c) Carry out one or more statistical tests to determine if volatility has

    increased since the

    Earthquake

    (c)

    Table 1

    BNZ50CAP ANZ50CAP

    Mean 2018.359 2148.711

    Median 2063.510 2148.510

    Maximum 2193.490 2210.070

    Minimum 1688.190 2063.330

    Std. Dev. 111.6706 36.02084

    Skewness -0.780551 -0.478198

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    Kurtosis 2.682311 2.701710

    Jarque-Bera 59.32497 3.303754

    Probability 0.000000 0.191690

    Sum 1132299. 169748.1

    Sum Sq. Dev. 6983386. 101205.1

    Observations 561 79

    We have taken into consideration the market before and after earthquake

    happen on 25

    th

    February 2011.

    The above statistics , we see that standard deviation before earthquake

    is more as compare to

    after earthquake. So before earthquake the market is more volatile as

    compare to after

    earthquake and negative skewness which means that the left tail is

    particularly extreme.

    Kurtosis before and after earthquake is less than 3 indicates the

    distribution is flat

    (platykurtic) relative to the normal.We can also check non-constant

    variance by taking

    H0: the errors are normal

    H1: the errors are not normal

    Level of significance : = 0.05

    Test Statistic: Jarque-Bera test

    P=0.000

    Indicates the errors are normal, we accept H0

    We can also see from graph how volatile is market before earthquake.

    (b)

    Dependent Variable: BNZ50CAP

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    Method: Least Squares

    Date: 10/20/11 Time: 09:46

    Sample: 1/01/2009 2/24/2011

    Included observations: 561

    BNZ50CAP=C(1)+C(2)*BNZBB90D

    Coefficient Std. Error t-Statistic Prob.

    1500

    1600

    1700

    1800

    1900

    2000

    2100

    2200

    2300

    NZ50CAP

    NZ50CAPC(1) 2357.352 35.99821 65.48526 0.0000

    C(2) -111.7507 11.77883 -9.487414 0.0000

    R-squared 0.138690 Mean dependent var 2018.359

    Adjusted R-squared 0.137149 S.D. dependent var 111.6706

    S.E. of regression 103.7306 Akaike info criterion 12.12503

    Sum squared resid 6014864. Schwarz criterion 12.14047

    Log likelihood -3399.071 Hannan-Quinn criter. 12.13106

    F-statistic 90.01102 Durbin-Watson stat 0.018309

    Prob(F-statistic) 0.000000

    From the above model, we see the Durbin-watson stat does not

    approaches to 2, the residuals are dependent on

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    Variable Coefficient Std. Error t-Statistic Prob.

    C 7.651104 0.002510 3048.424 0.0000

    @TREND 0.000548 5.56E-05 9.867764 0.0000

    R-squared 0.558417 Mean dependent var 7.672484

    Adjusted R-squared 0.552682 S.D. dependent var 0.016836S.E. of

    regression 0.011260 Akaike info criterion -6.110111

    Sum squared resid 0.009763 Schwarz criterion -6.050125

    Log likelihood 243.3494 Hannan-Quinn criter. -6.086079

    F-statistic 97.37276 Durbin-Watson stat 0.149942

    Prob(F-statistic) 0.000000

    We compute multiple regression model for before earthquake and after

    earthqauake

    Dependent Variable: LOG(BNZ50CAP)

    Method: Least Squares

    Date: 10/20/11 Time: 11:54

    Sample: 1/01/2009 2/24/2011

    Included observations: 561

    Variable Coefficient Std. Error t-Statistic Prob.

    C 0.004352 6.52E-06 667.7215 0.0000

    @TREND -3.43E-09 1.10E-09 -3.126414 0.0019

    @TREND^2 3.59E-12 1.76E-12 2.035404 0.0423

    LOG(BNZ50CAP-1) 0.999493 8.68E-07 1151362. 0.0000

    R-squared 1.000000 Mean dependent var 7.608461

    Adjusted R-squared 1.000000 S.D. dependent var 0.056710

    S.E. of regression 8.72E-07 Akaike info criterion -25.06082

    Sum squared resid 4.23E-10 Schwarz criterion -25.02995

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    Log likelihood 7033.560 Hannan-Quinn criter. -25.04877

    F-statistic 7.90E+11 Durbin-Watson stat 0.080962

    Prob(F-statistic) 0.000000

    Dependent Variable: LOG(ANZ50CAP)

    Method: Least Squares

    Date: 10/20/11 Time: 11:59

    Sample: 2/25/2011 6/15/2011

    Included observations: 79

    Variable Coefficient Std. Error t-Statistic Prob.

    C 0.004060 6.60E-06 615.0603 0.0000

    @TREND 1.76E-09 1.86E-09 0.947638 0.3464

    @TREND^2 -1.17E-11 2.07E-11 -0.567682 0.5719

    LOG(ANZ50CAP-1) 0.999532 8.64E-07 1157437. 0.0000

    R-squared 1.000000 Mean dependent var 7.672484

    Adjusted R-squared 1.000000 S.D. dependent var 0.016836

    S.E. of regression 8.10E-08 Akaike info criterion -29.77161

    Sum squared resid 4.92E-13 Schwarz criterion -29.65164

    Log likelihood 1179.979 Hannan-Quinn criter. -29.72354

    F-statistic 1.12E+12 Durbin-Watson stat 0.224642

    Prob(F-statistic) 0.000000

    Check for HeteroskedasticityH0: the errors have constant variance

    H1: the variance is not constant

    Level of significance =0.05

    Heteroskedasticity Test: ARCH

    F-statistic 0.019090 Prob. F(1,557) 0.8902

    Obs*R-squared 0.019158 Prob. Chi-Square(1) 0.8899

    Test Equation:

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    Dependent Variable: WGT_RESID^2

    Method: Least Squares

    Date: 10/21/11 Time: 17:26

    Sample (adjusted): 1/05/2009 2/24/2011

    Included observations: 559 after adjustments

    Variable Coefficient Std. Error t-Statistic Prob.

    C 0.971745 0.078471 12.38345 0.0000

    WGT_RESID^2(-1) 0.005854 0.042369 0.138166 0.8902

    R-squared 0.000034 Mean dependent var 0.977466

    Adjusted R-squared -0.001761 S.D. dependent var 1.574581

    S.E. of regression 1.575966 Akaike info criterion 3.751186

    Sum squared resid 1383.404 Schwarz criterion 3.766664

    Log likelihood -1046.456 Hannan-Quinn criter. 3.757230

    F-statistic 0.019090 Durbin-Watson stat 1.999034

    Prob(F-statistic) 0.890159

    Conclusion accept H0, the errors have constant variance

    Heteroskedasticity Test: ARCH

    F-statistic 0.397818 Prob. F(1,75) 0.5301

    Obs*R-squared 0.406271 Prob. Chi-Square(1) 0.5239

    Test Equation:

    Dependent Variable: WGT_RESID^2

    Method: Least Squares

    Date: 10/21/11 Time: 17:48

    Sample (adjusted): 3/01/2011 6/15/2011

    Included observations: 77 after adjustments

    Variable Coefficient Std. Error t-Statistic Prob.

    C 1.152209 0.218417 5.275285 0.0000

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    WGT_RESID^2(-1) -0.072479 0.114913 -0.630728 0.5301

    R-squared 0.005276 Mean dependent var 1.075363

    Adjusted R-squared -0.007987 S.D. dependent var 1.584386

    S.E. of regression 1.590700 Akaike info criterion 3.791857

    Sum squared resid 189.7746 Schwarz criterion 3.852735

    Log likelihood -143.9865 Hannan-Quinn criter. 3.816207

    F-statistic 0.397818 Durbin-Watson stat 1.987716

    Prob(F-statistic) 0.530136

    Conclusion accept H0, the errors have constant variance(a)

    Let us compute Wald test with c(4)=0

    H0: market is volatile after earthquake

    H1: market is non- volatile after earthquake

    Wald Test:

    Equation: Untitled

    Test Statistic Value df Probability

    t-statistic 1157437. 75 0.0000

    F-statistic 1.34E+12 (1, 75) 0.0000

    Chi-square 1.34E+12 1 0.0000

    Null Hypothesis: C(4)=0

    Null Hypothesis Summary:

    Normalized Restriction (= 0) Value Std. Err.

    C(4) 0.999532 8.64E-07

    Restrictions are linear in coefficients.

    The p=0.000 value indicates . to accept H0QUESTION 2 Predicting the

    Stock Market

    In this question you will consider the impact on the building industry of

    the earthquake.

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    Two construction and materials indices have been provided for the

    analysis. If your

    family name begins with letters from A to L you will use the FTSE index

    and if your

    family name begins with letters from M to Z you will use the Dow Jones

    index.

    (a) Estimate a market model using the construction and materials index in

    place of a

    share. Include any extra variables required for the test(s) in part (c)

    (b) Carry out error tests on your model and take any corrective measures

    that are

    required.

    (c) Carry out one or more statistical tests to determine if the model has

    changed since

    the earthquake.Graphical representation shown below for both the

    construction and material indices for

    family name from A to L and M to Z have similar kind of changes after or

    before

    earthquake. Indices range have been different in both the situation before

    and after

    earthquake.

    80

    100

    120

    140

    160

    180

    200

    220

    240

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    733,400 733,500 733,600 733,700 733,800 733,900 734,000 734,100

    734,200

    BCODE

    BD2NZS2L

    BF3NZS3L

    160

    180

    200

    220

    240

    260

    280

    734,190 734,210 734,230 734,250 734,270 734,290 734,310

    ACODE

    AD2NZS2L

    AF3NZS3Lthe same can be reflected through descriptive statistics for

    before and after earthquake happens

    given below

    before after

    Dow Jones index FTSE index Dow Jones indexFTSE index

    BD2NZS2L BF3NZS3L AD2NZS2L AF3NZS3L

    Mean 206.7842 147.3566 247.4517 176.3405

    Median 215.9770 153.9100 247.3820 176.2900

    Maximum 238.5670 170.0100 262.2580 186.8900

    Minimum 141.3220 100.7100 235.2610 167.6500

    Std. Dev. 24.45159 17.42317 6.361699 4.533522

    Skewness -1.112777 -1.112702 0.164092 0.164033

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    Kurtosis 3.092685 3.092968 2.126751 2.126450

    Jarque-Bera 115.9793 115.9648 2.864634 2.866108

    Probability 0.000000 0.000000 0.238755 0.238579

    Sum 116005.9 82667.06 19548.69 13930.90

    Sum Sq. Dev. 334812.9 169997.4 3156.755 1603.120

    Observations 561 561 79 79

    We have taken into consideration the market before and after earthquake

    happen on 25

    th

    February 2011.

    The above statistics , we see that standard deviation for both the

    construction and material

    indices before earthquake is more as compare to after earthquake. So

    before earthquake the

    market is more volatile as compare to after earthquake and negative

    skewness for before

    which means that the left tail is particularly extreme while after

    earthquake it is positive.

    Kurtosis before earthquake is 3 which is normal value and after

    earthquake is less than 3

    indicates the distribution is flat (platykurtic) relative to the normal.

    (b) The analysis of ARCH and GARCH models many theories of pricing

    and portfolio

    analysis can be exhibited and tested so we analyse the data byFollowing

    are the result for before earthquake happen, we use GARCH model

    Dependent Variable: LOG(BD2NZS2L)

    Method: ML - ARCH (Marquardt) - Normal distribution

    Date: 10/20/11 Time: 14:15

    Sample: 1/01/2009 2/24/2011

    Included observations: 561

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    Convergence achieved after 57 iterations

    Presample variance: backcast (parameter = 0.7)

    GARCH = C(2) + C(3)*RESID(-1)^2 + C(4)*GARCH(-1)

    Variable Coefficient Std. Error z-Statistic Prob.

    C 5.391096 0.000976 5522.916 0.0000

    Variance Equation

    C 0.000133 2.02E-05 6.562886 0.0000

    RESID(-1)^2 1.035030 0.196604 5.264556 0.0000

    GARCH(-1) -0.065318 0.040560 -1.610384 0.1073

    R-squared -0.274643 Mean dependent var 5.323898

    Adjusted R-squared -0.274643 S.D. dependent var 0.128339

    S.E. of regression 0.144894 Akaike info criterion -3.133641

    Sum squared resid 11.75686 Schwarz criterion -3.102769

    Log likelihood 882.9862 Hannan-Quinn criter. -3.121587

    Durbin-Watson stat 0.011655

    After erathquake

    Dependent Variable: DLOG(AD2NZS2L)

    Method: ML - ARCH (Marquardt) - Normal distribution

    Date: 10/20/11 Time: 14:08

    Sample (adjusted): 2/28/2011 6/15/2011

    Included observations: 78 after adjustments

    Convergence achieved after 16 iterations

    Presample variance: backcast (parameter = 0.7)

    GARCH = C(2) + C(3)*RESID(-1)^2 + C(4)*GARCH(-1)

    Variable Coefficient Std. Error z-Statistic Prob.

    C -0.000350 0.001072 -0.326331 0.7442

    Variance Equation

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    C 6.97E-06 2.16E-06 3.232690 0.0012

    RESID(-1)^2 -0.149537 0.070038 -2.135084 0.0328

    GARCH(-1) 1.046129 0.081166 12.88871 0.0000

    R-squared -0.002000 Mean dependent var 5.93E-05

    Adjusted R-squared -0.002000 S.D. dependent var 0.009211

    S.E. of regression 0.009220 Akaike info criterion -6.601032

    Sum squared resid 0.006546 Schwarz criterion -6.480176

    Log likelihood 261.4403 Hannan-Quinn criter. -6.552651

    Durbin-Watson stat 1.923753

    (c) regression model to predict stock market (before and after

    earthquake)Dependent Variable: DLOG(BD2NZS2L)

    Method: Least Squares

    Date: 10/20/11 Time: 15:05

    Sample (adjusted): 1/02/2009 2/24/2011

    Included observations: 560 after adjustments

    Variable Coefficient Std. Error t-Statistic Prob.

    C -0.023477 0.025782 -0.910575 0.3629

    LOG(BF3NZS3L) 0.004853 0.005170 0.938724 0.3483

    R-squared 0.001577 Mean dependent var 0.000718

    Adjusted R-squared -0.000213 S.D. dependent var 0.015640

    S.E. of regression 0.015641 Akaike info criterion -5.474228

    Sum squared resid 0.136516 Schwarz criterion -5.458771

    Log likelihood 1534.784 Hannan-Quinn criter. -5.468192

    F-statistic 0.881204 Durbin-Watson stat 2.014883

    Prob(F-statistic) 0.348278

    Dependent Variable: DLOG(AD2NZS2L)

    Method: Least Squares

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    Date: 10/20/11 Time: 15:01

    Sample (adjusted): 2/28/2011 6/15/2011

    Included observations: 78 after adjustments

    Variable Coefficient Std. Error t-Statistic Prob.

    C -0.321096 0.211725 -1.516572 0.1335

    LOG(AF3NZS3L) 0.062088 0.040932 1.516870 0.1334

    R-squared 0.029385 Mean dependent var 5.93E-05

    Adjusted R-squared 0.016614 S.D. dependent var 0.009211

    S.E. of regression 0.009134 Akaike info criterion -6.528317

    Sum squared resid 0.006341 Schwarz criterion -6.467889

    Log likelihood 256.6044 Hannan-Quinn criter. -6.504127

    F-statistic 2.300895 Durbin-Watson stat 1.868923

    Prob(F-statistic) 0.133448

    P=0.3629 before is higher as compare to p=0.1335 after earthquake for

    estimating a regression model as shown

    through residual graph separately-.08

    -.06

    -.04

    -.02

    .00

    .02

    .04

    .06

    .08

    I II III IV I II III IV I

    2009 2010 2011

    DLOG(BD2NZS2L) Residuals

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    -.03

    -.02

    -.01

    .00

    .01

    .02

    .03

    28 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13

    2011m3 2011m4 2011m5 2011m6

    DLOG(AD2NZS2L) ResidualsWe also use least square eq model to predict

    Before earthquake taken both the FTSE index and Dow Jones index as

    independent variable

    Dependent Variable: BCODE

    Method: Least Squares

    Date: 10/20/11 Time: 15:24

    Sample: 1/01/2009 2/24/2011

    Included observations: 561

    BCODE= C(1)+ C(2) *BD2NZS2L

    Coefficient Std. Error t-Statistic Prob.

    C(1) 732397.9 55.83859 13116.34 0.0000

    C(2) 6.777353 0.268168 25.27277 0.0000

    R-squared 0.533277 Mean dependent var 733799.4

    Adjusted R-squared 0.532442 S.D. dependent var 226.9294

    S.E. of regression 155.1702 Akaike info criterion 12.93048

    Sum squared resid 13459489 Schwarz criterion 12.94592

    Log likelihood -3625.000 Hannan-Quinn criter. 12.93651

    F-statistic 638.7128 Durbin-Watson stat 0.017654

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    Prob(F-statistic) 0.000000

    Dependent Variable: BCODE

    Method: Least Squares

    Date: 10/20/11 Time: 15:29

    Sample: 1/01/2009 2/24/2011

    Included observations: 561

    BCODE= C(1)+ C(2) *BF3NZS3L

    Coefficient Std. Error t-Statistic Prob.

    C(1) 732397.7 55.83499 13117.18 0.0000

    C(2) 9.512452 0.376294 25.27930 0.0000

    R-squared 0.533406 Mean dependent var 733799.4

    Adjusted R-squared 0.532571 S.D. dependent var 226.9294

    S.E. of regression 155.1488 Akaike info criterion 12.93021

    Sum squared resid 13455778 Schwarz criterion 12.94564

    Log likelihood -3624.923 Hannan-Quinn criter. 12.93623

    F-statistic 639.0431 Durbin-Watson stat 0.017683

    Prob(F-statistic) 0.000000

    After earthquake taken both the FTSE index and Dow Jones index as

    independent variable

    Dependent Variable: BCODE

    Method: Least Squares

    Date: 10/20/11 Time: 15:24

    Sample: 1/01/2009 2/24/2011

    Included observations: 561

    BCODE= C(1)+ C(2) *BD2NZS2L

    Coefficient Std. Error t-Statistic Prob.

    C(1) 732397.9 55.83859 13116.34 0.0000

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    C(2) 6.777353 0.268168 25.27277 0.0000R-squared 0.533277 Mean

    dependent var 733799.4

    Adjusted R-squared 0.532442 S.D. dependent var 226.9294

    S.E. of regression 155.1702 Akaike info criterion 12.93048

    Sum squared resid 13459489 Schwarz criterion 12.94592

    Log likelihood -3625.000 Hannan-Quinn criter. 12.93651

    F-statistic 638.7128 Durbin-Watson stat 0.017654

    Prob(F-statistic) 0.000000

    Dependent Variable: ACODE

    Method: Least Squares

    Date: 10/20/11 Time: 15:28

    Sample: 2/25/2011 6/15/2011

    Included observations: 79

    ACODE=C(1)+C(2)*AD2NZS2L

    Coefficient Std. Error t-Statistic Prob.

    C(1) 734250.8 142.5271 5151.658 0.0000

    C(2) -0.013538 0.575791 -0.023512 0.9813

    R-squared 0.000007 Mean dependent var 734247.4

    Adjusted R-squared -0.012980 S.D. dependent var 32.14292

    S.E. of regression 32.35085 Akaike info criterion 9.816148

    Sum squared resid 80586.46 Schwarz criterion 9.876134

    Log likelihood -385.7378 Hannan-Quinn criter. 9.840180

    F-statistic 0.000553 Durbin-Watson stat 0.002564

    Prob(F-statistic) 0.981303

    P=0.000 in both before and after indicates it is best fitted model for

    predicting the stock marketThe Effects of the Christchurch Earthquake on

    Financial Markets in New Zealand

    Introduction

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    This report is to discuss The Effects of the Christchurch Earthquake on

    Financial Markets in

    New Zealand based on data provided. This is done by comparing the

    performance of the

    market before and the after earthquake happen on 25

    th

    February 2011.

    The aim is to determine the volatility of the stock market increased and

    Predicting the Stock

    Market . we have used regression based model approach.

    We have considered the variables NZX 50 - PRICE INDEX, DJTM NEW

    ZEALAND CON

    & MAT - PRICE INDEX, FTSE NEW ZEALAND CON & MAT - PRICE INDEX.

    The method so choosen to know the effects occur due to Earthquake on

    Financial market.

    Five day week daily data was sourced for both these series from

    DataStream, starting from Ist

    January 2009 to 15

    th

    June 2011.

    Analysis and Results

    To check volatility of the stock market

    Standard deviation before earthquake is more as compare to afterearthquake indicates stock

    market is more volatile before earthquake as given in Table 1.

    To predict stock market,

    Before Earthquake

    Dependent Variable: LOG(BNZ50CAP)

    Method: Least Squares

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    Date: 10/20/11 Time: 11:19

    Sample: 1/01/2009 2/24/2011

    Included observations: 561

    Variable Coefficient Std. Error t-Statistic Prob.

    C 7.831009 0.022368 350.0963 0.0000

    LOG(BNZBB90D) -0.201713 0.020175 -9.998095 0.0000

    R-squared 0.151696 Mean dependent var 7.608461

    Adjusted R-squared 0.150178 S.D. dependent var 0.056710

    S.E. of regression 0.052279 Akaike info criterion -3.060892

    Sum squared resid 1.527789 Schwarz criterion -3.045456

    Log likelihood 860.5802 Hannan-Quinn criter. -3.054865

    F-statistic 99.96191 Durbin-Watson stat 0.019081

    Prob(F-statistic) 0.000000

    After Earthquake

    Dependent Variable: LOG(ANZ50CAP)Method: Least Squares

    Date: 10/20/11 Time: 11:15

    Sample (adjusted): 1/01/2009 4/21/2009

    Included observations: 79 after adjustments

    Variable Coefficient Std. Error t-Statistic Prob.

    C 7.729971 0.080806 95.66138 0.0000

    LOG(ANZBB90D) -0.058530 0.082248 -0.711627 0.4788

    R-squared 0.006534 Mean dependent var 7.672484

    Adjusted R-squared -0.006368 S.D. dependent var 0.016836

    S.E. of regression 0.016889 Akaike info criterion -5.299276

    Sum squared resid 0.021964 Schwarz criterion -5.239290

    Log likelihood 211.3214 Hannan-Quinn criter. -5.275244

    F-statistic 0.506413 Durbin-Watson stat 0.067920

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    Prob(F-statistic) 0.478846

    the above results for after earthquake p=0.4788, less volalite may be due

    to sample size is

    less as compare to before earthquake happen.

    For predicting the stock market we compute regression model and least

    square model, as

    given below

    Code= 732397.7- 9.512452 * F3NZS3L (before )

    Code= 732397.9 - 6.777353* D2NZS2L

    Code= 734250.8 - 0.013538 * D2NZS2L (after )

    Code= 734250.6- 0.018287 * F3NZS3L

    The constant value is approximately same and coefficient differ with a

    small change value

    indicate both the construction and material have equal effect on

    predicting the stock market.

    Conclusions

    We know by our experience the stock market is always at risk, which is

    true reflection of

    economy too, one who invest has to take risk. Standard deviation before

    earthquake is more

    as compare to after earthquake indicates stock market is more volatile

    before earthquake . if

    we analyse for more number of observation for after earthquake we will

    get similar result as

    more volatile after earthquake too. We have tested the volatility using

    GARCH model . We

    have computed model using regression trend growth model results given

    above taken each

    variable Dow jones and FTSE seperately . second important part is to

    predict the stock

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    market, after earthquake or before earthquake happen at a particular city

    Christchurch,

    prediction due to earthquake in normal practice will be true only for a

    small duration as we

    know by experience. Stock market is volatile and its prediction using

    models have been done

    and in this case both the construction and material FTSE index and Dow

    Jones index have

    equal effect on predicting the stock market.

    Refer: http://www.expertsmind.com/statistics-homework-assignment-help.aspx

    Website: http://www.expertsmind.com/

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