A story damage index of seismically-excited buildings based on modal frequency and mode shape

Author:

Wang Jer-Fu,Lin Chi-Chang,Yen Shih-Min

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference16 articles.

1. Correlation study between seismic acceleration parameters and damage indices of structures;Elenas;Engineering Structures,2001

2. Mechanistic seismic damage model for reinforced concrete;Park;Journal of Structural Engineering ASCE,1985

3. Allemang RJ, Brown DL. A correlation coefficient for modal vector analysis. In: Proceedings of the international modal analysis conference & exhibit 1982. p. 110–6

4. Lieven NAJ, Ewins DJ. Spatial correlation of mode shapes, the coordinate modal assurance criterion (COMAC). In: Proceedings of the sixth international modal analysis conference. 1988. p. 690–5

5. Damage detection from changes in curvature mode shapes;Pandey;Journal of Sound and Vibration,1991

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