On-line building damage assessment based on earthquake records

This paper deals with the applicability of system realization using the information matrix (SRIM) system identification technique combined with moving time windows (called WSRIM) in order to evaluate the time-varying dynamic properties and damage of a building based on its real earthquake records considering the soil–structure interaction effect. Successive short segments of inputs and their corresponding output signals are selected and structural properties exhibited during that segment of time are identified. Both numerical simulation and real earthquake response measurements from several floors and foundations are utilized to verify the accuracy of the proposed time-varying system identification technique. In addition, the seven-storey reinforced concrete building of the Civil and Environmental Engineering Department at the National Chung Hsing University experienced moderate structural damage during the 1999 Taiwan Chi-Chi earthquake. This paper evaluated the time-varying modal parameters of this building on the basis of records of its acceleration response to the Chi-Chi earthquake main shock and its numerous after-shocks. It is proved that the proposed system identification technique is useful for real-time dynamic property estimation and damage assessment of buildings.

[1]  Xingrui Ma,et al.  Estimated mass and stiffness matrices of shear building from modal test data , 1998 .

[2]  M. Baruch Optimization Procedure to Correct Stiffness and Flexibility Matrices Using Vibration Tests , 1978 .

[3]  H. G. Natke,et al.  Real‐Time System Identification of Degrading Structures , 1990 .

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

[5]  Chi-Chang Lin,et al.  System identification of torsionally coupled buildings , 2000 .

[6]  S. T. Mau,et al.  Story-Drift, Shear, and OTM Estimation from Building Seismic Records , 1994 .

[7]  Chi-Chang Lin,et al.  Systematic assessment of irregular building-soil interaction using efficient modal analysis , 2001 .

[8]  Daniele Veneziano,et al.  Seismic safety of reinforced concrete members and structures , 1982 .

[9]  Jonathan P. Stewart,et al.  System identification for evaluating soil–structure interaction effects in buildings from strong motion recordings , 1998 .

[10]  J.T.P. Yao,et al.  Assessment of structural damage using the theory of evidence , 1982 .

[11]  Jonathan P. Stewart,et al.  Variations between Foundation-Level and Free-Field Earthquake Ground Motions , 2000 .

[12]  Pei-Ling Liu,et al.  Identification and Damage Detection of Trusses Using Modal Data , 1995 .

[13]  O. S. Salawu Detection of structural damage through changes in frequency: a review , 1997 .

[14]  J. Juang System Realization Using Information Matrix , 1997 .

[15]  James M. Ricles,et al.  Damage Detection in Structures by Modal Vibration Characterization , 1999 .

[16]  H. Luo,et al.  Dynamic Learning Rate Neural Network Training and Composite Structural Damage Detection , 1997 .

[17]  F. Udwadia,et al.  Time Variations of Structural Properties During Strong Ground Shaking , 1980 .