Damage detection by finite element model updating using modal flexibility residual

By Bijaya Jaishi, Wei-Xin Ren. 2006

345 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/637495eea5669760896b83b2237516a88051410d

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Maitreya Lagadapati
2. W. Heylen
3. Viviana Meruane
4. Abhijit Gupta
5. João B. Carvalho
6. Biswa Nath Datta

In Mechanics of Materials

1. Maitreya Lagadapati
2. W. Heylen
3. Viviana Meruane
4. Abhijit Gupta
5. João B. Carvalho
6. Biswa Nath Datta

Citations in the corpus

• A direct method for model updating with incomplete measured data and without spurious modes (2007, methodology): “Updating in an undamped model (MMUP) A finite-element model of a vibrating structure may be represented as M €xðtÞ þ C _xðtÞ þ KxðtÞ ¼ 0, (2.1) where M ;C and K, each of order n, are called, respectively, the mass, damping and stiffness matrices.”
• An hybrid real genetic algorithm to detect structural damage using modal properties (2011, background): “The 241 modal flexibility can be estimated using only the measured degrees of 242 freedom [10].”