论文信息 - Damage assessment from earthquake records

Damage assessment from earthquake records

ABSTRACT The correlation between the variation of the fundamental period of vibration of a structure during an earthquake and the damage that the structure undergoes is investigated. The variation of the fundamental period can give qualitative and quantitative information for the detection and the assessment of damage during earthquakes. A time varying model of the structure, based on modal analysis, is used. The parameters are estimated using maximum likelihood techniques. Several buildings, with different degrees of damage, are examined.

A. S. Çakmak | E. Di Pasquale | A. Çakmak | E. Pasquale

[1] Hirotugu Akaike,et al. Maximum likelihood estimation of structural parameters from random vibration data , 1973 .

[2] K. Åström,et al. Numerical Identification of Linear Dynamic Systems from Normal Operating Records , 1966 .

[3] Emilio Rosenblueth,et al. Fundamentals of earthquake engineering , 1971 .

[4] Wilfred D. Iwan,et al. A model for system identification of degrading structures , 1986 .

[5] James L. Beck,et al. Structural identification using linear models and earthquake records , 1980 .

[6] Joseph S. Rosko,et al. Digital Simulation of Physical Systems , 1972 .

[7] Graeme H. McVerry,et al. Structural identification in the frequency domain from earthquake records , 1980 .

[8] H. G. Natke,et al. System identification techniques , 1986 .

[9] Panayotis Carydis,et al. Small Amplitude Vibration Measurements of Buildings Undamaged, Damaged, and Repaired after Earthquakes , 1986 .

[10] Gwilym M. Jenkins,et al. Time series analysis, forecasting and control , 1972 .

[11] Thomas Kailath,et al. Linear Systems , 1980 .

[12] L. Rayleigh,et al. The theory of sound , 1894 .

[13] T. Caughey. Equivalent Linearization Techniques , 1962 .

[14] P. Eykhoff. System Identification Parameter and State Estimation , 1974 .