Answer Happy

To complete the project, you must 1. Write a mathematical model describing the problem 2. Use MATLAB Simulink to build the block diagram for the system 3. Find a function that fits the given data using MATLAB 4. Plot the response of the system using MATLAB (use the given function as defined). The function is defined only in the given interval 5. Identify the transient and the steady state parts of the response (if any) 6. Study the effect of changing the stiffness of the system 7. Study the effect of varying the stiffness of the system 8. Set the force term to zero and set all the boundary conditions to zero but the deflection of mass 1 to be 1 mm and show the response 9. Study the response of the system under unit impulse, unit step, and ramp function of slop 1. 10. Submit a copy of the MATLAB code you used to do the design calculations and up to six-page report with all the details Your MATLAB code and design summary is due on Wednesday 11th if May 2022 Problem: 3-DOF mechanical system is shown below. The system is exposed to a base excitation y(t). ki -8N/m; x a Loty * 33 k7 Nm; k; 22 Nm - 25 N/m; m2 m2 1 I mz 対応 C4 Nm, 2 Nism, C3 CON s/m. C4-2 N./m: m-15kg m7k: m-15kg:
• To complete the project, you must 1. Write a mathematical model describing the problem 2. Use MATLAB Simulink to build the block diagram for the system 3. Find a function that fits the given data using MATLAB 4. Plot the response of the system using MATLAB (use the given function as defined). The function is defined only in the given interval 5. Identify the transient and the steady state parts of the response (if any) 6. Study the effect of changing the stiffness of the system 7. Study the effect of varying the damping of the system 8. Set the force term to zero and set all the boundary conditions to zero but the deflection of mass I to be 1 mm and show the response 9. Study the response of the system under unit impulse, unit step, and ramp function of slopi. 10. Submit a copy of the MATLAB code you used to do the design calculations and up to six-page report with all the details Your MATLAB code and design summary is due on Wednesday 11th of May 2022 . Problem: 3-DOF mechanical system is shown below. The system is exposed to a base excitation yo). k 8 Nm; fo ka-7 N/m; 22 Nm 1 m2 ke-25 Nm: m1 mz CI-4 N/m; - 2 Nm S-0NS 4-2 N.sm m-15 kg: me = 7 kg: my 15kg vro) is the displacement function given by the excel file Dat219 which can be downloaded from the Blackboard core pre Pro 15
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. To complete the project, you must 1. Write a mathematical model describing the problem 2. Use MATLAB Simulink to build the block diagram for the system 3. Find a function that fits the given data using MATLAB 4. Plot the response of the system using MATLAB (use the given function as defined). The function is defined only in the given interval 5. Identify the transient and the steady state parts of the response (if any) 6. Study the effect of changing the stiffness of the system 7. Study the effect of varying the damping of the system 8. Set the force term to zero and set all the boundary conditions to zero but the deflection of mass I to be I mm and show the response 9. Study the response of the system under unit impulse, unit step, and ramp function of slopi. 10. Submit a copy of the MATLAB code you used to do the design calculations and up to six-page report with all the details Your MATLAB code and design summary is due on Wednesday 11th of May 2022 . Problem: 3-DOF mechanical system is shown below. The system is exposed to a base excitation yo). k8Nm; ka-7 N/m; - 22 Nm. 1 m2 - 25 Nm: m mz C-4 Nm: - 2 Nsim -0 N/m 4-2 N.sm m-15 kg: me = 7 kg m-15kg wro) is the displacement function given by the excel file Data19 which can be downloaded from the Blackboard course page Project 19
0 0.2127056 0.1 0.2044691 0.2 0.2404529 0.3 0.2727385 0.4 0.3336855 0.5 0.3636626 0.6 0.4408399 0.7 0.4133238 0.8 0.4612548 0.9 0.484564 1 0.5624989 1.1 0.5322947 1.2 0.5719479 1.3 0.5602215 1.4 0.5767591 1.5 0.503386 1. 0.578494 1.7 0.5493395 1.8 0.4487458 1.9 0.4650696 2 0.4216019 2.1 0.4187572 2.2 0.3419123 2.3 0.3368304 2.4 0.2963309 2.5 0.2508184 2.6 0.1885818 2.7 0.0987537 2.8 0,0971138 2.9 0.0365694 3 -0.043293 3.1 5.75E-02 3.2 -0.106682 3.3 -0.14346 3.4 -0.162853 3.5 -0.215696 3.6 -0.238089 3.7 -0.356375 3.8 -0.372294 3.9 -0.377028 4 -0.351641 4.1 -0.388522 4.2 -0.437699 4.3 -0.460079 4.4 -0.493118 4.5 -0.425556 4.6 -0.444594 4.7 -0.465959 4.8 -0.429055 4.9 -0.436014 5 -0.354298
5.1 -0.364925 5.2 -0.275857 5.3 -0.332903 5.4 -0.212952 5.5 -0.19148 5.6 -0.156007 5.7 -0.098477 5.8 -0.042876 5.9 -0.056947 6 0.0711678 6.1 0.0348187 6.2 0.1124513 6.3 0.1498216 6.4 0.2719514 6.5 0.2318401 6.6 0.3265831 6. 0.3729582 6.8 0.4120494 6.9 0.4675977 7 0.4171357 7.1 0.5195189 7.2 0.5126438 7.3 0.5465112 7.4 0.5108744 7.5 0.5516274 7.6 0.5702481 7.7 0.5933403 7.8 0.5348791 7.9 0.4867926 8 0.4670361 8.1 0.5026873 8.2 0.4934065 8.3 0.4528197 8.4 0.3843095 8.5 0.4070436 8.6 0.3238433 8.7 0.3239518 8.8 0.1903925 8.9 0.1563698 9 0.1644475 9.1 0.1287729 9.2 0.0656454 9.3 -0.032894 9.4 -0,096477 9.5 -0,074969 9.6 -0.127776 9.7 -0.223619 9.8 -0.269858 9.9 -0.299548 10 -0.284393