Systems identification of degrading hysteretic restoring forces

Journal of Engineering Mechanics

Volumn 114, Issue 5, 1988, Pages 833-846

  Sues, R H ^a   Mau, S T ^b   Wen, Y K ^c  

^a APPLIED RESEARCH ASSOCIATES   (United States)

^b UNIVERSITY OF HOUSTON   (United States)

^c UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS - VIBRATIONS; CONCRETE CONSTRUCTION - REINFORCED CONCRETE; HYSTERESIS - MATHEMATICAL MODELS; MATHEMATICAL TECHNIQUES - TIME DOMAIN ANALYSIS; VIBRATIONS - ANALYSIS;

DEGRADING HYSTERETIC RESTORING FORCES; HYSTERETIC RESTORING FORCE MODEL; PARAMETER IDENTIFICATION METHOD; SYSTEMS IDENTIFICATION; TIME DOMAIN-LEAST SQUARES PROCEDURE;

STRUCTURAL ANALYSIS;

EID: 0024011342     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1988)114:5(833)     Document Type: Article

References (13)

1. Andronikou, A. M., Bekey, G. A., and Hadaegh, F. Y. (1983). "Identiflabihty of nonlinear systems with hysteretic elements." J. Dyn. Syst., Meas., Control Trans. ASME, 105, 209-214.
2. Baber, T. T., and Wen, Y.-K. (1980). "Stochastic equivalent linearization for hysteretic, degrading, multistory structures." Civ. Engrg. Studies SRS No. 471, Dept. of Civ. Engrg., Univ. of Illinois, Urbana, 111.
3. Baber, T. T., and Wen, Y.-K. (1981). "Random vibration of hysteretic degrading systems." Jour. Eng. Mech., ASCE, 107(6), 1069-1087.
4. Clough, R. W. (1966). "Effect of stiffness degradation on earthquake ductility requirements." Technical Report No. 66-16 Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.
5. Distefano, N., and Rath, A. (1974). "Modeling and identification in nonlinear structural dynamics, I—One degree of freedom models." Report No. EERC 74-15, Univ. of California, Berkeley, Calif.
6. Distefano, N., and Pena-Pardo, B. (1976). "System identification of frames under seismic loads." Jour. Eng. Mech., ASCE, 102(2), 313-330.
7. Gulkan, P., and Sozen, M. A. (1971). "Response and energy-dissipation of reinforced concrete frames subjected to strong base motions." Civ. Engrg. Studies SRS No. 377, Dept. of Civ. Engrg., Univ. of Illinois, Urbana, 111.
8. Hwang, T.-H. (1982). "Effects of variation in load history on cyclic response of concrete flexural members," Thesis presented to the University of Illinois at Urbana, 111. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
9. Park, R., and Paulay, T. (1975). Reinforced concrete structures. John Wiley and Sons, Inc., New York, N.Y.
10. Sues, R. H., Wen, Y.-K., and Ang, A. H.-S. (1983). "Stochastic seismic performance evaluation of buildings." Structural Research Series No. 506, Univ. of Illinois, Urbana, 111.
11. Wen, Y.-K. (1976). "Method for random vibration of hysteretic systems," Jour, of Eng. Mech. ASCE, 102(2), 249-263.
12. Wen, Y.-K. (1980). "Equivalent linearization for hysteretic systems under random excitations," J. Appl. Mech., Trans. ASME, 47(1), 150-154.
13. Wilby, G. K.,(1974). "Response of reinforced. concrete structures to seismic motions," Thesis presented to the University at Canterbury, Christchurch, New Zealand in partial fulfillment of the requirements for the degree of Doctor of Philosophy.