finite element analysis package for civil engineering structures.
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Updated
Nov 18, 2024 - C++
finite element analysis package for civil engineering structures.
Vibration Testing module affiliated with the in-progress manuscript Vibration Testing with Modal Analysis and Health Monitoring- Python version
MATLAB toolbox for performing modal analysis using experimental data
Bayesian optimization of automotive car body designs
Vibration Controller targetting Multiple-Input-Multiple-Output (MIMO) and Combined Environments Control
This repo is the implementation of our paper "System Identification Methods for Dynamic Models of Brain Activity".
An embedded appliance of Frecuency Domain Decomposition for Structural Health Monitoring focus on Modal adquisition system
Damping ratio estimation from ambient vibrations (SDOF)
ViMag: A Visual Vibration Toolbox
1D nonsmooth modal analysis via BEM/HBM
The vertical eigenfrequencies and mode shapes of a single-span suspension bridge are computed using the method by Luco et Turmo [1]. For the sake of completeness, the computed modal parameters are compared with those obtained using the method by Sigbjørnsson & Hjorth-Hansen [2] and Strømmen [3].
Code for writing unv files for geometry and modes
MatLab code for running modal analysis of truss and beam structures.
Librería de análisis estructural matricial en MATLAB
This project provides a comprehensive framework for performing modal analysis and response evaluation of plane frames. The project employs modal superposition techniques to analyze the dynamic behavior of structures subjected to various types of excitations, with a particular focus on shock (pulse) excitation.
Springs & Rigids System Dynamics: Forced response modal superposition approach
This project provides a comprehensive framework for performing modal analysis and response evaluation of plane trusses. The project employs modal superposition techniques to analyze the dynamic behavior of structures subjected to shock (pulse) excitation.
A Structural Dynamics Python Library
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