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Damage localization and quantification of earthquake excited RC‐frames
Author(s) -
Skjærbæk P. S.,
Nielsen S. R. K.,
Kirkegaard P. H.,
Çakmak A. Ş.
Publication year - 1998
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/(sici)1096-9845(199809)27:9<903::aid-eqe757>3.0.co;2-c
Subject(s) - structural engineering , frame (networking) , accelerometer , acceleration , series (stratigraphy) , ground motion , geology , engineering , computer science , physics , telecommunications , paleontology , classical mechanics , operating system
In the paper a recently proposed method for damage localization and quantification of RC‐structures from response measurements is tested on experimental data. The method investigated requires at least one response measurement along the structures and the ground surface acceleration. Further, the two lowest time‐varying eigenfrequencies of the structure must be identified. The data considered are sampled from a series of three RC‐frame model tests performed at the structural laboratory at Aalborg University, Denmark during the autumn of 1996. The frames in the test series were exposed to two or three series of ground motions of increasing magnitude. After each of these runs the damage state of the frame was examined and each storey of the frame were classified into one of the following six classifications: undamaged, cracked, lightly damaged, damaged, severely damaged or collapse. During each of the ground motion events the storey accelerations were measured by accelerometers. After application of the last earthquake sequence to the structure the frames were cut into pieces and each of the beams and columns was statically tested and damage assessment was performed using the obtained stiffnesses. The damage in the storeys determined by the suggested method was then compared to the damage classification from the visual inspection as well as the static tests. It was found that especially in the cases where the damage is concentrated in a certain area of the structure a very good damage assessment is obtained using the suggested method. © 1998 John Wiley & Sons, Ltd.