Identification of delaminations in composite: structural health monitoring software based on spectral estimation and hierarchical genetic algorithm

2003 ◽  
Author(s):  
A. Nag ◽  
D. Roy Mahapatra ◽  
S. Gopalakrishnan
Keyword(s):  
Genetic Algorithm ◽  
Structural Health Monitoring ◽  
Health Monitoring ◽  
Spectral Estimation ◽  
Structural Health ◽  
Monitoring Software ◽  
Hierarchical Genetic Algorithm

scholarly journals An Approach for Damage Identification and Optimal Sensor Placement in Structural Health Monitoring by Genetic Algorithm Technique

2016 ◽  
Vol 07 (06) ◽  
pp. 814-823 ◽  
Author(s):  
U. Muthuraman ◽  
M. M. Sai Hashita ◽  
N. Sakthieswaran ◽  
P. Suresh ◽  
M. Raj Kumar ◽  
...  
Keyword(s):  
Genetic Algorithm ◽  
Structural Health Monitoring ◽  
Health Monitoring ◽  
Damage Identification ◽  
Sensor Placement ◽  
Optimal Sensor Placement ◽  
Structural Health

scholarly journals Structural health monitoring of 3D frame structures using finite element modal analysis and genetic algorithm

2018 ◽  
Vol 20 (1) ◽  
pp. 202-214
Author(s):  
M. Abdel Wahab ◽  
S. Tiachacht ◽  
A. Bouazzouni ◽  
S. Khatir ◽  
A. Behtani ◽  
...  
Keyword(s):  
Genetic Algorithm ◽  
Finite Element ◽  
Structural Health Monitoring ◽  
Modal Analysis ◽  
Health Monitoring ◽  
Frame Structures ◽  
Structural Health

scholarly journals SHMTools: Structural Health Monitoring Software for Aerospace, Civil, and Mechanical Infrastructure

2015 ◽  
Author(s):  
Dustin Yewell Harvey ◽  
Eric Brian Flynn ◽  
Stuart Glynn Taylor ◽  
Charles Reed Farrar ◽  
Octavio Jr. Ramos ◽  
...  
Keyword(s):  
Structural Health Monitoring ◽  
Health Monitoring ◽  
Structural Health ◽  
Monitoring Software

scholarly journals A New Optimal Sensor Placement Strategy Based on Modified Modal Assurance Criterion and Improved Adaptive Genetic Algorithm for Structural Health Monitoring

2015 ◽  
Vol 2015 ◽  
pp. 1-10 ◽  
Author(s):  
Can He ◽  
Jianchun Xing ◽  
Juelong Li ◽  
Qiliang Yang ◽  
Ronghao Wang ◽  
...  
Keyword(s):  
Genetic Algorithm ◽  
Structural Health Monitoring ◽  
Health Monitoring ◽  
Sensor Placement ◽  
Adaptive Genetic Algorithm ◽  
Optimal Sensor Placement ◽  
Modal Assurance Criterion ◽  
Modal Strain Energy ◽  
Structural Health ◽  
Computation Efficiency

Optimal sensor placement (OSP) is an important part in the structural health monitoring. Due to the ability of ensuring the linear independence of the tested modal vectors, the minimum modal assurance criterion (minMAC) is considered as an effective method and is used widely. However, some defects are present in this method, such as the low modal energy and the long computation time. A new OSP method named IAGA-MMAC is presented in this study to settle the issue. First, a modified modal assurance criterion (MMAC) is proposed to improve the modal energy of the selected locations. Then, an improved adaptive genetic algorithm (IAGA), which uses the root mean square of off-diagonal elements in the MMAC matrix as the fitness function, is proposed to enhance computation efficiency. A case study of sensor placement on a numerically simulated wharf structure is provided to verify the effectiveness of the IAGA-MMAC strategy, and two different methods are used as contrast experiments. A comparison of these strategies shows that the optimal results obtained by the IAGA-MMAC method have a high modal strain energy, a quick computational speed, and small off-diagonal elements in the MMAC matrix.

Development of Structural Health Monitoring Software System of Shanghai Center Tower

2011 ◽  
Vol 328-330 ◽  
pp. 350-353
Author(s):  
Zhi Hao Zhou ◽  
Qi Lin Zhang ◽  
Hui Zhu Yang ◽  
Lu Chen
Keyword(s):  
Structural Health Monitoring ◽  
Data Management ◽  
Health Monitoring ◽  
3D Model ◽  
Software System ◽  
Post Processing ◽  
The Real ◽  
Structural Health ◽  
Processing Module ◽  
Monitoring Software

Shanghai Center Tower is the tallest skyscraper under construction in China with the height of 642 meters. In order to reflect the real structural status of Shanghai Center Tower during the construction period and running period in three dimensional graphics, a Structural Health Monitoring Software System (SHMSS) is developed. The CAE software system consists of three function modules such as Modeling module, Data Management module, Post-Processing module. The Modeling module could build a 3D model confirming to the real Shanghai Center Tower based on the Building Information Modeling (BIM) concept; the Data Management module could access the engineering data produced by the sensors; then in the Post -Processing module, various data about the Shanghai Center Tower could be processed and structural parameters such as member force, displacement, wind pressure would be displayed in the 3D model.

scholarly journals Erratum: Structural health monitoring of 3D frame structures using finite element modal analysis and genetic algorithm

2018 ◽  
Vol 20 (2) ◽  
pp. 1272-1272 ◽  
Author(s):  
M. Abdel Wahab ◽  
S. Tiachacht ◽  
A. Bouazzouni ◽  
S. Khatir ◽  
A. Behtani ◽  
...  
Keyword(s):  
Genetic Algorithm ◽  
Finite Element ◽  
Structural Health Monitoring ◽  
Modal Analysis ◽  
Health Monitoring ◽  
Frame Structures ◽  
Structural Health
Sign in / Sign up

Export Citation Format

Share Document