Identification of dynamic models of a building structure using multiple earthquake records

Structural Control and Health Monitoring

Volumn 16, Issue 2, 2009, Pages 178-199

  Hong, Ah Lum ^a   Betti, Raimondo ^a   Lin, Ching Chang ^b  

^a Department of Earth and Environmental Sciences   (United States)

^b NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

Author keywords

Earthquake analysis; Identification; Modal parameters; Soil structure interaction

Indexed keywords

ACCELEROMETERS; BUILDINGS; COMPOSITE BEAMS AND GIRDERS; EARTHQUAKES; FREQUENCY RESPONSE; MODAL ANALYSIS; PILES; SOIL STRUCTURE INTERACTIONS; SOILS; STRUCTURAL DYNAMICS; STRUCTURAL HEALTH MONITORING;

BUILDING STRUCTURES; DAMPING RATIOS; EARTHQUAKE ANALYSIS; EARTHQUAKE RECORDS; FIELD GROUNDS; GROUND ACCELERATIONS; GROUND MOTIONS; IDENTIFICATION; MARKOV'S PARAMETERS; MODAL PARAMETERS; MODE SHAPES; MODEL ORDERS; MODEL REFINEMENTS; NONLINEAR MINIMIZATIONS; OUTPUT ERRORS; PREDICTION CAPABILITIES; SOIL-FOUNDATION-STRUCTURE INTERACTIONS; SOIL-STRUCTURE INTERACTION; STABILIZATION DIAGRAMS; STATE-SPACE MODELS; STRUCTURAL RESPONSE; STRUCTURAL SYSTEMS; TIME HISTORY;

IDENTIFICATION (CONTROL SYSTEMS);

EID: 63049124729     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.289     Document Type: Article

References (13)

1. Ewins DJ. Modal Testing: Theory and Practice. Research Studies Press: Letchworth, 1984.
2. Mottershead JE, Friswell MI. Model updating in structural dynamics: a survey. Journal of Sound and Vibration 1993; 165(2):347-375.
3. He X, Moaveni B, Conte JP, Elgamal A. Comparative study of system identification techniques applied to New Carquinez Bridge. Proceedings of the Third International Conference on Bridge Maintenance, Safety and Management, Porto, Portugal, 2006.
4. Lus H, Betti R, Longman RW. Identification of linear structural systems using earthquake-induced vibration data. Earthquake Engineering and Structural Dynamics 1999; 28:1449-1467.
5. Chopra AK, Gutierrez JA. Earthquake response analysis of multistory buildings including foundation interaction. Earthquake Engineering and Structural Dynamics 1974; 3:65-77.
6. Stewart JP, Fenves GL. System identification for evaluating soil-structure interaction effects in buildings from, strong motion recordings. Earthquake Engineering and Structural Dynamics 1998; 27:869-885.
7. Aviles J, Perez-Rocha LE. Effects of foundation embedment during building-soil interaction. Earthquake Engineering and Structural Dynamics 1998; 27:1523-1540.
8. Jennings PC, Bielak J. Dynamics of building-soil interaction. Bulletin of the Seismological Society of America 1973; 63(1):9-48.
9. Glaser SD, Baise LG. System identification estimation of soil properties at the Lotung site. Soil Dynamics and Earthquake Engineering 2000; 19:521-531.
10. Lus H, Betti R, Longman RW. Obtaining refined first-order predictive models of linear structural, systems. Earthquake Engineering and Structural Dynamics 2002; 31:141.3-1440.
11. Lin CC, Wang C, Wu H, Wang J. On-line building damage assessment based on earthquake records. Smart Materials and Structures 2005; 14:S137-S153.
12. Luco JE, Trifunac MD, Wong HL. On the apparent change in dynamic behavior of a nine-story reinforced concrete building. Bulletin of the Seismological Society of America 1987; 77(6):1961-1983.
13. Clinton JF, Case Bradford S, Heaton TH, Favela J. The observed wander of the natural frequencies in a structure. Bulletin of the Seismological Society of America 2006; 96(1):237-257.