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Adjust the given code based on Newmark Beta Method based on input base acceleration file.
clear all; clc; close all; %% Solution 1 & 2: % Define parameters m = 1; % Mass of each story (kg) k = 1; % Stiffness of e...
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Problem based on Modal period & Newmark-Beta Method
I've generated an MATLAB code based on these pointed problems, such that: Q: Consider a 2D 3-story shear building model. 1. Fo...
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Prepare an MATLAB code based on Newmark Beta Algorithm problem
The problem is attached herewith along with needed text file.
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Prepare a MATLAB code that develop Response Spectrum (Acceleration & Time ordinates) based on acceleration (m/s/s) & time(seconds) records contained in a .txt file?
Prepare a MATLAB code that develop Response Spectrum (Acceleration & Time ordinates) based on acceleration (m/s/s) & time(second...
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Prepare Fourier Amplitude Spectrum from ground motion record (Peak-Acceleration vs time-period)
[FTs1,Fv] = FFT1(T1.('Peak Acceleration'),T1.Time); Here, why you've used FFT for time function ? [PeakVal,idx] = max(abs(FT...
Prepare Fourier Amplitude Spectrum from ground motion record (Peak-Acceleration vs time-period)
[FTs1,Fv] = FFT1(T1.('Peak Acceleration'),T1.Time); Here, why you've used FFT for time function ? [PeakVal,idx] = max(abs(FT...
1년 초과 전 | 0
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Prepare Fourier Amplitude Spectrum from ground motion record (Peak-Acceleration vs time-period)
Prepare Fourier Amplitude Spectrum from ground motion record (Peak-Acceleration vs time-period) with the input .txt files which ...
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How to extract ony numerical data points from .dat files contained in a folder?
I've various .dat files contained in a folder. All these .dat files contains some header lines, which needs to be skip while the...
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UnderDamped Free SDOF System
%%%%%%%%%%%%%%%% Equation of Motion: Damped SDOF System %%%%%%%%%%%%%%%%%%% %%%%%% Example Problem - 2.5 (Dynamics of Structure...
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How to convert radian to degree from answer (or equation) generated from syms
%%%%%%%%%%%%%%% Equation of Motion: Undamped SDOF System %%%%%%%%%%%%%%%%%% %%%%%% Example Problem - 2.2 (Dynamics of Structure...
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Assemble Global Stiffness Matrix
%% INPUTs: A = 2300; % Cross-Sectional Area of member (in mm^2) E = 2*10^5; % Elastic Modulus (i...
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Boundary Value Problem based on specific problem
clear all; close all; clc; %% INPUTs: f = 6; % Natural Cyclic Frequency (1/sec or Hertz-Hz) x0 = 0.02; % In...
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How can I summarise the given MATLAB code?
Please find the attached Matlab code
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How to obtain General Solution of Homogenous ODE; (D^2) - (A^2) = 0 in terms of sin & cos
clc; clear all; close all; syms y(x) O1 = diff(y,x,2) + 600*x == 0; dsolve(O1) I'm trying this approach but I need output ...
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How to define a for loop for given FINDPEAKS problem ?
[A1,L] = findpeaks(A(:,1)); A1(:,2) = A(L,2); [A2,L1] = findpeaks(A1(:,1)); A2(:,2) = A1(L1,2...
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