Seismic design method for thin-walled steel frame structures

Journal of structural engineering New York, N.Y.

Volumn 127, Issue 2, 2001, Pages 137-144

  Usami, Tsutomu ^a   Zheng, Yi ^a   Ge, Hanbin ^a  

^a NAGOYA UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE RESISTANCE; ESTIMATION; FAILURE (MECHANICAL); MATHEMATICAL MODELS; STEEL; STRUCTURAL DESIGN;

EQUIVALENT SINGLE DEGREE OF FREEDOM SYSTEM; SEISMIC DESIGN METHOD; STEEL FRAME;

STRUCTURAL FRAMES;

EID: 0035253004     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:2(137)     Document Type: Article

References (21)

1. ABAQUS/Standard user's manual Version 5.7. (1998). Hibbitt, Karlson & Sorensen, Inc., Pawtucket, R.I.
2. Biggs, J. M. (1964). Introduction to structural dynamics, McGraw-Hill, New York.
3. Bommer, J. J., and Elnashai, A. S. (1999). "Displacement spectra for seismic design." J. Earthquake Engrg., London, 3(1), 1-32.
4. Bracci, J. M., Kunnath, S. K., and Reinhorn, A. M. (1997). "Seismic performance and retrofit evaluation of reinforced concrete structures." J. Struct. Engrg., ASCE, 123(1), 3-10.
5. Buckle, I. (1996). "Overview of seismic design methods for bridge in different countries and future directions." Proc., 11th World Conf. on Earthquake Engrg., Paper No. 2113.
6. Collins, K. R., Wen, Y. K., and Foutch, D. A. (1996). "Dual-level seismic design: A reliability-based methodology." Earthquake Engrg. and Struct. Dyn., 25, 1433-1467.
7. Duan, L., and Chen, W. F. (1999). "Seismic design methodologies and performance-based criteria." Proc., Int. Workshop on Mitigation of Seismic Effects on Transp. Struct., National Center for Research on Earthquake Engineering, Taipei, Taiwan, 130-141.
8. Fajfar, P., and Gašperšič, P. (1996). "The N2 method for seismic damage analysis of RC buildings." Earthquake Engrg. and Struct. Dyn., 25, 31-46.
9. Galambos, T. V. (1998). Guide to stability design criteria for metal structures, 5th Ed., Wiley, New York.
10. Han, S. W., and Wen, Y. K. (1997). "Method of reliability-based seismic design. I: Equivalent nonlinear systems." J. Struct. Engrg., ASCE, 123(3), 256-263.
11. Japanese Road Association (JRA). (1996). Specifications for highway bridges, Part V, Tokyo (in Japanese).
12. Krawinkler, H., and Seneviratina, G. D. P. K. (1998). "Pros and cons of a pushover analysis of seismic performance evaluation." Engrg. Struct., 20, 452-464.
13. Saudi, M., and Sozen, M. A. (1981). "Simple nonlinear seismic analysis of R/C structures." J. Struct. Div., ASCE, 107(5), 937-953.
14. Seismic Design Criteria, Version 1.1. (1999). California Department of Transportation, Sacramento, Calif.
15. Shen, C., Mamaghani, I. H. P., Mizuno, E., and Usami, T. (1995). "Cyclic behavior of structural steels. II: Theory." J. Engrg. Mech., ASCE, 121(11), 1165-1172.
16. Tolis, S. V., and Faccioli, E. (1999). "Displacement design spectra." J. Earthquake Engrg., London, 3(1), 107-125.
17. Uniform building code. (1991). International Conference of Building Officials, Whittier, Calif.
18. Usami, T., Watanabe, K., Kindaichi, T., Okamoto, T., and Ikeda, S. (1998). "Experimental study on the seismic performance of high ductility steel bridge piers." Struct. Mech./Earthquake Engrg., Tokyo, 591/ I-43, 207-218.
19. Zheng, Y., Usami, T., and Ge, H. B. (2000a). "Ductility of thin-walled steel box stub-columns." J. Struct. Engrg., ASCE, 126(11), 1304-1311.
20. Zheng, Y., Usami, T., and Ge, H. B. (2000b). "Ductility evaluation procedure for thin-walled steel structures." J. Struct. Engrg., ASCE, 126(11), 1312-1319.
21. Zheng, Y., Usami, T., and Ge, H. B. (2000c). "A seismic design methodology for thin-walled steel structures through the pushover analysis." NUCE Res. Rep. No. 2000-01, Dept. of Civ. Engrg., Nagoya University, Nagoya, Japan.