Large-scale shake table test verification of bridge condition assessment methods

Journal of Structural Engineering

Volumn 134, Issue 7, 2008, Pages 1235-1245

  Chen, Yangbo ^a,b   Feng, Maria Q ^b   Soyoz, Serdar ^b  

^a Englekirk Partners Inc   (United States)

^b University of California at Irvine   (United States)

Author keywords

Assessment; Bridges, concrete; Concrete, reinforced; Shake table tests; Stiffness; Verification; Vibration

Indexed keywords

(P ,P ,T) MEASUREMENTS; AMPLITUDE VIBRATIONS; BRIDGE CONDITION ASSESSMENT; COMPONENT STIFFNESS; EARTHQUAKE GROUND MOTIONS; LINEAR TIME INVARIANT (LTI) SYSTEMS; REINFORCED CONCRETE (RC); SHAKE TABLE TESTING; STIFFNESS DEGRADATION; STRUCTURAL COMPONENTS;

BRIDGES; BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; COMPUTER NETWORKS; DEGRADATION; ELASTICITY; ELECTRIC MEASURING BRIDGES; HYSTERESIS; LATTICE VIBRATIONS; MAGNESIUM PRINTING PLATES; MAGNETIC MATERIALS; MAGNETISM; MODEL STRUCTURES; REINFORCED CONCRETE; STIFFNESS; SULFATE MINERALS; VIBRATION MEASUREMENT; VIBRATIONS (MECHANICAL); VIBRATORS;

HYSTERESIS LOOPS;

EID: 45249084768     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:7(1235)     Document Type: Article

References (15)

1. Bouc, R. (1967). " Forced vibration of mechanical systems with hysteresis.." Proc., 4th Conf. on Non-Linear Oscillations, Prague, Czechoslovakia.
2. Chen, Y., and Feng, M. Q. (2003). " A technique to improve the empirical mode decomposition in the Hilbert-Huang transform.." Earthquake Eng. Eng. Vibration, 2 (1), 75-85.
3. Clough, R. W. (1966). " Effects of stiffness degradation on earthquake ductility requirement.." Rep. No. 6614, Structural and Material Research Dept., Univ. of California, Berkeley, Calif.
4. Emori, K., and Schnobrich, W. C. (1981). " Inelastic behavior of concrete frame-wall structures.." J. Struct. Div., 107 (1), 145-164.
5. Johnson, N. S., Saiidi, M., and Sanders, D. H. (2006). " Large-scale experimental and analytical seismic studies of a two-span reinforced concrete bridge system.." Rep. No. CCEER-06-02, Center for Civil Engineering Earthquake Research, Dept. of Civil and Environmental Engineering/258, Univ. of Nevada Reno, Reno, Nev.
6. Park, Y. J., Reinhorn, A. M., and Kunnath, S. K. (1987). " IDARC: Inelastic damage analysis of reinforced concrete frame-shear-wall structures.." Tech. Rep. No. NCEER-87-0008, State Univ. of New York at Buffalo, Buffalo, N.Y.
7. Polak, E. (1997). Optimization: Algorithms and consistent approximations, Springer, New York.
8. Saiidi, M. (1982). " Hysteresis models for reinforced concrete.." J. Struct. Div., 108 (5), 1077-1087.
9. Sain, P. M., Sain, M. K., and Spencer, B. F. (1997). " Models of hysteresis and application to structural control.." Proc., American Control Conf., 16-20.
10. Sivaselvan, M. V., and Reinhorn, A. M. (2000). " Hysteretic models for deteriorating inelastic structures.." J. Eng. Mech., 126 (6), 633-640.
11. Smyth, A. W., Masri, S. F., Kosmatopoulos, E. B., Chassiakos, A. G., and Caughey, T. K. (2002). " Development of adaptive modeling techniques for nonlinear hysteretic systems.." Int. J. Non-Linear Mech., 37 (8), 1435-1451.
12. Takayanagi, T., and Schnobrich, W. C. (1979). " Nonlinear analysis of coupled wall systems.." Earthquake Eng. Struct. Dyn., 7, 1-22.
13. Takeda, T., Sozen, M. A., and Nielsen, N. N. (1970). " Reinforced concrete response to simulated earthquakes.." J. Struct. Div., 96 (12), 2557-2573.
14. Wen, Y.-K. (1976). " Method for random vibration of hysteretic systems.." J. Engrg. Mech. Div., 102 (2), 249-263.
15. Yang, J. N., and Lin, S. (2005). " Identification of parametric variations of structures based on least squares estimation and adaptive tracking technique.." J. Eng. Mech., 131 (3), 290-298.