Structural Damage Detection Based on Modal Parameters Using Continuous Ant Colony Optimization

Joint Authors

Majumdar, Aditi
Nanda, Bharadwaj
Maiti, Dipak Kumar
Maity, Damodar

Source

Advances in Civil Engineering

Issue

Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-14, 14 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2014-09-30

Country of Publication

Egypt

No. of Pages

14

Main Subjects

Civil Engineering

Abstract EN

A method is presented to detect and quantify structural damages from changes in modal parameters (such as natural frequencies and mode shapes).

An inverse problem is formulated to minimize the objective function, defined in terms of discrepancy between the vibration data identified by modal testing and those computed from analytical model, which then solved to locate and assess the structural damage using continuous ant colony optimization algorithm.

The damage is formulated as stiffness reduction factor.

The study indicates potentiality of the developed code to solve a wide range of inverse identification problems.

American Psychological Association (APA)

Majumdar, Aditi& Nanda, Bharadwaj& Maiti, Dipak Kumar& Maity, Damodar. 2014. Structural Damage Detection Based on Modal Parameters Using Continuous Ant Colony Optimization. Advances in Civil Engineering،Vol. 2014, no. 2014, pp.1-14.
https://search.emarefa.net/detail/BIM-1015233

Modern Language Association (MLA)

Majumdar, Aditi…[et al.]. Structural Damage Detection Based on Modal Parameters Using Continuous Ant Colony Optimization. Advances in Civil Engineering No. 2014 (2014), pp.1-14.
https://search.emarefa.net/detail/BIM-1015233

American Medical Association (AMA)

Majumdar, Aditi& Nanda, Bharadwaj& Maiti, Dipak Kumar& Maity, Damodar. Structural Damage Detection Based on Modal Parameters Using Continuous Ant Colony Optimization. Advances in Civil Engineering. 2014. Vol. 2014, no. 2014, pp.1-14.
https://search.emarefa.net/detail/BIM-1015233

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1015233