Damage evaluation in steel box columns by cyclic loading tests

Journal of Structural Engineering

Volumn 122, Issue 6, 1996, Pages 626-633

  Kumar, Satish ^b   Usami, Tsutomu ^a,b  

^a ASCE ^*

^b NAGOYA UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE COMPONENTS; BRIDGE PIERS; DYNAMIC LOADS; HIGHWAY BRIDGES; STEEL STRUCTURES; STRUCTURAL DESIGN; STRUCTURAL LOADS;

CYCLIC LOADS; EARTHQUAKE LOADING; STEEL BOX COLUMNS;

EARTHQUAKE RESISTANCE;

EID: 0030173287     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:6(626)     Document Type: Article

References (16)

1. Azevedo, J., and Calado, L. (1994). "Hysteretic behavior of steel members: Analytical models and experimental tests." J. Constr. Steel Res., 29(1), 71-94.
2. Ballio, G., and Castiglioni, C. A. (1994). "Seismic behavior of steel sections." J. Constr. Steel Res., 29(1), 21-54.
3. Bleich, F. (1952). Buckling strength of metal structures. McGraw Hill, New York, N.Y.
4. Castiglioni, C. A., and Losa, P. L. (1992). "Local buckling and structural damage in steel members under cyclic loading." Proc., Tenth World Conf. on Earthquake Engrg., Balkema, Rotterdam, The Netherlands, 2891-2895.
5. Cosenza, E., and Manfredi, G. (1992). "Seismic analysis of degrading models by means of damage functions concept." Nonlinear seismic analysis of reinforced concrete structures, P. Fajfar and H. Krawinkler, eds., Elsevier Applied Science, London, U.K., 77-93.
6. Cosenza, E., Manfredi, G., and Ramacos, R. (1993). "The use of damage functionals in earthquake engineering: A comparison between different methods." Earthquake Engrg. and Struct. Dynamics, 22(10), 855-868.
7. Fukumoto, Y., and Itoh, Y. (1992). "Width-thickness ratios for plate elements in earthquake engineering design of steel structures." Stability and ductility of steel structures, Y. Fukumoto and G. C. Lee, eds., CRC Press, Boca Raton, Fla., 285-296.
8. Krawinkler, H., and Zhorei, M. (1983). "Cumulative damage in steel structures subjected to earthquake ground motions." Comp. and Struct., 16(1-4), 531-541.
9. Park, Y. J., and Ang, A. H. S. (1985). "A mechanistic seismic damage mode for reinforced concrete." J. Struct. Engrg., ASCE, 111(4), 722-739.
10. Park, Y. J., Ang, A. H. S., and Wen, Y. W. (1985). "Seismic damage analysis for reinforced concrete buildings." J. Struct. Engrg., ASCE, 111(4), 740-757.
11. Powell, G. H., and Allahabadi, R. (1988). "Seismic damage prediction by deterministic methods: Concepts and procedures." Earthquake Engrg. and Struct. Dynamics, 16(5), 719-734.
12. Satish, K., and Usami, T. (1994). "A note on the evaluation of damage in steel structures under cyclic loading." J. Struct. Engrg., Tokyo, Japan, 40A, 177-188.
13. "Study on design of steel building in earthquake zones." (1986). ECCS Tech. Res. Agreement, 7210-ZZ 437, European Convention for Constructional Steelwork, Brussels, Belgium.
14. Usami, T, Banno, S., Zetsu, H., and Aoki, T. (1993). "An experimental study on elasto-plastic behavior of compression members under cyclic loading - effect of loading program." J. Struct. Engrg., Tokyo, Japan, 39A, 235-247 (in Japanese).
15. Usami, T., and Ge, H. B. (1994). "Ductility of concrete-filled steel box columns under cyclic loading." J. Struct. Engrg., ASCE, 120(7), 2021-2040.
16. Usami, T., Mizutani, S., Aoki, T., and Itoh, Y. (1992). "Steel and concrete filled steel compression members under cyclic loading." Stability and ductility of steel structures, Y. Fukumoto and G. C. Lee, eds., CRC Press, Boca Raton, Fla., 123-138.