Dynamic response of half-through steel arch bridge using fiber model

Journal of Bridge Engineering

Volumn 6, Issue 6, 2001, Pages 482-488

  Nonaka, Tetsuya ^a   Ali, Asghar ^a  

^a Yamato Engineering   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0040154877     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2001)6:6(482)     Document Type: Article

References (9)

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3. Japan Association of Steel Structures (JASS). (2000). "Benchmarks for the seismic analysis of steel structures and advancements in the seismic design methods." Rep., Subcommittee of Seismic Des. of Steel Bridges, Special Committee on Civil Steel Structures of Present Era, Tokyo.
4. Japan Society of Civil Engineers (JSCE). (1996). "Seismic design guide plan and new techniques regarding seismic design of steel bridges." Rep., Seismic Des. Study Working Group, New Tech. Subcommittee of Steel Struct., Steel Structures Committee of JSCE, Tokyo.
5. Nishikawa, K., Murakoshi, J., Takahashi, M., Okamoto, T., Ikeda, S., and Morishita, Y. (1999). "Experimental investigation regarding the proof stress and ductility of steel frame pier." Proc., JSCE, Tokyo, 45A, 235-244.
6. Okumura, T., Goto, Y., and Ozawa, K. (2000). "A study of in-plane ultimate behavior during earthquake of steel stiffened deck bridge." Proc., JSCE, Tokyo, 46A, 1333-1342.
7. Ota, K., and Nonaka, T. (1998). "Investigation regarding the analysis method for the ultimate horizontal strength during earthquake of steel frame pier." J. Bridge and Found., Kensetsu Zusho, Tokyo, 32, 27-32.
8. Shen, C., Mizuno, E., and Usami, T. (1993). "Development of cyclic two-surface model for structural steels with yield plateau." Nagoya University Civil Engineering Res. Rep. No. 9302, Nagoya, Japan.
9. Usami, T., et al. (2000). "Unified appraisal method for strength and ductility of steel structures." Proc., 3rd Conf. on Applications of Nonlinear Computational Anal. and Seismic Des. to Steel Struct., 605/I-45, JSCE, Tokyo, 25-32.