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Volumn 126, Issue 8, 2000, Pages 861-868

Steel moment frames for earthquakes in United States and Japan

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; EARTHQUAKE RESISTANCE; EARTHQUAKES; FAILURE ANALYSIS; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; WELDING;

EID: 0034249863     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:8(861)     Document Type: Article
Times cited : (116)

References (21)
  • 2
    • 0342399632 scopus 로고
    • Fuji nongas wire NA-50
    • in Japanese
    • Baba, T., et al. (1969). "Fuji nongas wire NA-50." Fuji Tech. Rep., 14(2), 250-265 (in Japanese).
    • (1969) Fuji Tech. Rep. , vol.14 , Issue.2 , pp. 250-265
    • Baba, T.1
  • 5
    • 0342834339 scopus 로고
    • Non-gas semi-automatic welding method
    • Tokyo, Japan, in Japanese
    • Funabashi, I., and Maruoka, Y. (1970). "Non-gas semi-automatic welding method." Rep. of Takenaka Tech. Res. Lab., Tokyo, Japan, 97, 1-17 (in Japanese).
    • (1970) Rep. of Takenaka Tech. Res. Lab. , vol.97 , pp. 1-17
    • Funabashi, I.1    Maruoka, Y.2
  • 8
    • 0342399631 scopus 로고
    • Japan Welding Engineering Society, Tokyo (in Japanese)
    • 2 shielded metal arc welding. (1994). Japan Welding Engineering Society, Tokyo (in Japanese).
    • (1994) 2 Shielded Metal Arc Welding
  • 10
    • 0342399630 scopus 로고
    • Discussion on new technologies regarding field welding
    • Kokozo Shuppan, Tokyo, in Japanese
    • Morita, K. et al. (1988). "Discussion on new technologies regarding field welding." J. Steel Struct. Technol., Kokozo Shuppan, Tokyo, 19-30 (in Japanese).
    • (1988) J. Steel Struct. Technol. , pp. 19-30
    • Morita, K.1
  • 11
    • 0032055727 scopus 로고    scopus 로고
    • Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake
    • Nakashima, M., Inoue, K., and Tada, M. (1998). "Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake." J. Engrg. Struct., 20(4-6), 271-281.
    • (1998) J. Engrg. Struct. , vol.20 , Issue.4-6 , pp. 271-281
    • Nakashima, M.1    Inoue, K.2    Tada, M.3
  • 12
    • 0343704817 scopus 로고    scopus 로고
    • Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames
    • International Association for Earthquake Engineering, Tokyo, Paper #1109/6/A
    • Nakashima, M., and Sawaizumi, S. (2000). "Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames." Proc., 12th World Conf. on Earthquake Engrg., International Association for Earthquake Engineering, Tokyo, Paper #1109/6/A.
    • (2000) Proc., 12th World Conf. on Earthquake Engrg.
    • Nakashima, M.1    Sawaizumi, S.2
  • 15
    • 0030166521 scopus 로고    scopus 로고
    • Experimental results for seismic resistant steel moment frame connections
    • Roeder, C. W., and Foutch, D. F. (1996). "Experimental results for seismic resistant steel moment frame connections." J. Struct. Engrg., ASCE, 122(6), 581-588.
    • (1996) J. Struct. Engrg., ASCE , vol.122 , Issue.6 , pp. 581-588
    • Roeder, C.W.1    Foutch, D.F.2
  • 21
    • 0343269203 scopus 로고    scopus 로고
    • International Conference of Building Officials, Whittier, Calif.
    • Uniform building code, volume 2. (1997). International Conference of Building Officials, Whittier, Calif.
    • (1997) Uniform Building Code , vol.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.