the data for windspd is given in a mat lab file and ranges from cell 1,1:1,2294325 the data for windgst is given in the same format

n Hws Deseription.pof X G O File l C/Users/cbellon/Downloads/Hws Description.pdf ernUa ENSops or0 RaWwebh MATLAB Exercise Tall buildings are designed for extreme wind conditions. Here, you will work with observed wind data in Chicago, IL to assess the reliability of structures designed at various risk categories Create a MATLAB script and load subhourly wind data for Chicago over the 2000- 2018 period from the "data.mat file a) load data mati The data file includes the following variables e Year DOY: Day of Year Julian Day) UTC: hour and minute of observation (HHMM) AirTemp: air temperature in degree Celsius WindSpd: Wind speed in miles p e WindGst: Wind Gust in meters per second WindDir: Wind direction in degree RelHum: Relative humidity in percent b) Compute annual maximum wind speed and wind gust. At this step, you should generate a vector of data for each variable with 19 element representing 19 years encompassing the 2000-2018 period. Each data point is the maximum of sub hourly wind speed or wind gust observation within each year r0 2000 2015 2020 2005 2015 Year Plot and find the correlation coefficient between sub hourly wind speed and wind gust, as well as annual maximum wind speed and wind gust. c) d) Similarly, plot and find the correlation coefficient between annual maximum wind speed and annual maximum wind gust. SP2019-L pdf ^ CiVE203|-SP2019-L pdf CIVE203 SP2019..docx HW5 Description.pdfX how to got a O File C/Users/cbellon/Downloads/HW5 Description.pdf csuCanvasENSGoogle Apps for CSU D RAMweb ng Sub Daily Annual Maximum 60 0665 r0,986 20 4060 80 Wind Speed (mph) Annual Max Wind Speed (mph) Create a side-by-side boxplot of wind speed and wind gust for both sub hourly data and annual maximum data e) 0 Compute and plot the empirical CDF of annual maximum wind gust using the plotting position formula. Sub Daily Annual Maximum 80 60 40 80 Mean 75.67 70 Mean 18.4 Mean 5.84 Wind Speed Wind Gust Wind Speed Wind Gust Sub Daily Annual Maximum 0.8 0.6 0.4 0.2 0.8 0.6 0.4 0.2 Speed Gust Speed Gust 0 20 40 60 100 10' 20:40 60.80 100 Speed (mph) Speed (mph) G HWS Description.pdfxG how to get annusli me x GC Compute anrual maxir XT Carvas e File C:/User/cbellon/Downloads/HIW5 Description.pdf. ineering DCSU Canvas DENS D Google Apps for CSU DRAMweb scription.pdf 3/3 g) Create a side-by-side histogram plot of sub hourly and annual maximum wind speed and wind gust 105 Sub Dally 10:Annual Maximum 20 40 60 80 20 40 60 80 Wind Speed (mph) Annual Maximum Wind Gust (mph) Annual Maximum 10 10 60 70 8090 100 Wind Gust (mph) 40 50 80 70 Wind Speed (mph) h) Assume that structures in the area are designed for the following design wind gust Level I: wind gust 75 mph Level Il: wind gust 85 mph Level III: wind gust 90 mph Level IV: wind gust 115 mph - Using the eCDF of annual maximum wind gust, compute the probability of failure and reliability of structures designed under each category in any given year. Results should be: Risk Level I 0.3984 Risk Levelll: 0.2347 Risk Level Ill: 0.1937 Risk Level IV: 0.0000 i) Using the eCDF of annual maximum wind gust, compute the design wind for a 100 yr event n Hws Deseription.pof X G O File l C/Users/cbellon/Downloads/Hws Description.pdf ernUa ENSops or0 RaWwebh MATLAB Exercise Tall buildings are designed for extreme wind conditions. Here, you will work with observed wind data in Chicago, IL to assess the reliability of structures designed at various risk categories Create a MATLAB script and load subhourly wind data for Chicago over the 2000- 2018 period from the "data.mat file a) load data mati The data file includes the following variables e Year DOY: Day of Year Julian Day) UTC: hour and minute of observation (HHMM) AirTemp: air temperature in degree Celsius WindSpd: Wind speed in miles p e WindGst: Wind Gust in meters per second WindDir: Wind direction in degree RelHum: Relative humidity in percent b) Compute annual maximum wind speed and wind gust. At this step, you should generate a vector of data for each variable with 19 element representing 19 years encompassing the 2000-2018 period. Each data point is the maximum of sub hourly wind speed or wind gust observation within each year r0 2000 2015 2020 2005 2015 Year Plot and find the correlation coefficient between sub hourly wind speed and wind gust, as well as annual maximum wind speed and wind gust. c) d) Similarly, plot and find the correlation coefficient between annual maximum wind speed and annual maximum wind gust. SP2019-L pdf ^ CiVE203|-SP2019-L pdf CIVE203 SP2019..docx HW5 Description.pdfX how to got a O File C/Users/cbellon/Downloads/HW5 Description.pdf csuCanvasENSGoogle Apps for CSU D RAMweb ng Sub Daily Annual Maximum 60 0665 r0,986 20 4060 80 Wind Speed (mph) Annual Max Wind Speed (mph) Create a side-by-side boxplot of wind speed and wind gust for both sub hourly data and annual maximum data e) 0 Compute and plot the empirical CDF of annual maximum wind gust using the plotting position formula. Sub Daily Annual Maximum 80 60 40 80 Mean 75.67 70 Mean 18.4 Mean 5.84 Wind Speed Wind Gust Wind Speed Wind Gust Sub Daily Annual Maximum 0.8 0.6 0.4 0.2 0.8 0.6 0.4 0.2 Speed Gust Speed Gust 0 20 40 60 100 10' 20:40 60.80 100 Speed (mph) Speed (mph) G HWS Description.pdfxG how to get annusli me x GC Compute anrual maxir XT Carvas e File C:/User/cbellon/Downloads/HIW5 Description.pdf. ineering DCSU Canvas DENS D Google Apps for CSU DRAMweb scription.pdf 3/3 g) Create a side-by-side histogram plot of sub hourly and annual maximum wind speed and wind gust 105 Sub Dally 10:Annual Maximum 20 40 60 80 20 40 60 80 Wind Speed (mph) Annual Maximum Wind Gust (mph) Annual Maximum 10 10 60 70 8090 100 Wind Gust (mph) 40 50 80 70 Wind Speed (mph) h) Assume that structures in the area are designed for the following design wind gust Level I: wind gust 75 mph Level Il: wind gust 85 mph Level III: wind gust 90 mph Level IV: wind gust 115 mph - Using the eCDF of annual maximum wind gust, compute the probability of failure and reliability of structures designed under each category in any given year. Results should be: Risk Level I 0.3984 Risk Levelll: 0.2347 Risk Level Ill: 0.1937 Risk Level IV: 0.0000 i) Using the eCDF of annual maximum wind gust, compute the design wind for a 100 yr event