A Two-Stage Method for Structural Damage Prognosis in Shear Frames Based on Story Displacement Index and Modal Residual Force

Author:

Rasouli Asghar1,Kourehli Seyed Sina23,Ghodrati Amiri Gholamreza4,Kheyroddin Ali5

Affiliation:

1. Department of Civil Engineering, Zanjan Branch, Islamic Azad University, Zanjan, Iran

2. Department of Civil Engineering, Ahar Branch, Islamic Azad University, Ahar, Iran

3. The Research Center of Optimization and Engineering, Tabriz, Iran

4. School of Civil Engineering, Center of Excellence for Fundamental Studies in Structural Engineering, Iran University of Science & Technology, Tehran, Iran

5. Civil Engineering Faculty, Semnan University, Semnan, Iran

Abstract

A two-stage method is proposed to properly identify the location and the extent of damage in shear frames. In the first stage, a story displacement index (SDI) is presented to precisely locate the damage in the shear frame which is calculated using the modal analysis information of the damaged structure. In the second stage, by defining a new objective function, the extent of the actual damage is determined via an imperialist competitive algorithm. The performance of the proposed method is demonstrated by implementing the technique to three examples containing five-, ten-, and twenty-five-story shear frames with noises and without them in modal data. Moreover, the performance of the proposed method has been verified through using a benchmark problem. Numerical results show the high efficiency of the proposed method for accurately identifying the location and the extent of structural damage in shear frames.

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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