diff options
Diffstat (limited to '2378/CH2/EX2.1')
| -rw-r--r-- | 2378/CH2/EX2.1/Exa_2_1.sce | 37 | ||||
| -rw-r--r-- | 2378/CH2/EX2.1/Exa_2_1_Screenshot.png | bin | 0 -> 37636 bytes |
2 files changed, 37 insertions, 0 deletions
diff --git a/2378/CH2/EX2.1/Exa_2_1.sce b/2378/CH2/EX2.1/Exa_2_1.sce new file mode 100644 index 000000000..63015cfa2 --- /dev/null +++ b/2378/CH2/EX2.1/Exa_2_1.sce @@ -0,0 +1,37 @@ +//Harmonic response of a water tank +//Exa_2_1 +clc; +clear; +close; + +l=300*12; //height of water tank +din=8*12; //inner diameter of tubular cross section in. +dou=10*12; //outer diameter of tubular cross section in. +m=6e5; //weight of tank with water in lb +E=4e6; //youngs modulus of reinforced concrete in psi + +I= %pi / 64 * (dou^4 - din^4); //moment of inertia in in.^4 +k=3*E*I/l^3; +omegan=sqrt(k/m*386.4); //natural frequency +disp(omegan,"Natual frequency of water tank in transverse direction in lb/in. :"); + +taon=2 * %pi / omegan; //time period +disp(taon,"Natural time period of transverse vibration in seconds :") + +//refer Eqa 2.23 +xo=10; +Ao=10; //constant in in. +phio=%pi / 2; //phase angle +//vibration response +disp("vibration response"); +disp("x(t)=Ao*sin(omegan*t + %pi/2)"); +disp("where"); +disp(Ao,"Ao="); +disp(omegan,"omegan="); + +xdot_max=Ao*omegan; //maximum velocity +disp(xdot_max,"maximum velocity of water tank in in./sec :") + +xdotdot_max=Ao*omegan^2; //maximum accelaration +disp(xdotdot_max,"maximum accelaration of water tank in in./sec^2 :") + diff --git a/2378/CH2/EX2.1/Exa_2_1_Screenshot.png b/2378/CH2/EX2.1/Exa_2_1_Screenshot.png Binary files differnew file mode 100644 index 000000000..932711d66 --- /dev/null +++ b/2378/CH2/EX2.1/Exa_2_1_Screenshot.png |
