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Volumn 126, Issue 1, 2000, Pages 137-144

Moment redistribution caused by beam fracture in steel moment frames

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FRACTURE MECHANICS; HINGES; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0033689576     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(137)     Document Type: Article
Times cited : (13)

References (17)
  • 1
    • 0004049363 scopus 로고
    • Performance of steel building structures during the Northridge Earthquake
    • University of California at Berkeley, Earthquake Engineering Research Center, Berkeley, Calif.
    • Bertero, V. V., Andcrson, J. C., and Krawinkler, H. (1994). "Performance of steel building structures during the Northridge Earthquake." Rep. No. UCB/EERC-94-09, University of California at Berkeley, Earthquake Engineering Research Center, Berkeley, Calif.
    • (1994) Rep. No. UCB/EERC-94-09
    • Bertero, V.V.1    Andcrson, J.C.2    Krawinkler, H.3
  • 2
    • 0032044753 scopus 로고    scopus 로고
    • Inelastic analyses of a 17-story steel framed building damaged during Northridge
    • Chi. W.-M., EI-Tawil, S., Deirerlein, G. G., and Abel, J. F. (1998). "Inelastic analyses of a 17-story steel framed building damaged during Northridge." J. Engrg. Struct., 20(4-6), 481-495.
    • (1998) J. Engrg. Struct. , vol.20 , Issue.4-6 , pp. 481-495
    • Chi, W.-M.1    Ei-Tawil, S.2    Deirerlein, G.G.3    Abel, J.F.4
  • 4
    • 0032055771 scopus 로고    scopus 로고
    • A connection model for the seismic analysis of welded steel moment frames
    • Gross, J. L. (1998). "A connection model for the seismic analysis of welded steel moment frames." J. Engrg. Struct., 20(4-6), 390-397.
    • (1998) J. Engrg. Struct. , vol.20 , Issue.4-6 , pp. 390-397
    • Gross, J.L.1
  • 5
    • 0032470112 scopus 로고    scopus 로고
    • Seismic response of steel frame buildings to nearsource ground motions
    • Hall, J. F. (1998). "Seismic response of steel frame buildings to nearsource ground motions." Int. J. Earthquake Engrg. and Struct. Dyn., 27, 1445-1464.
    • (1998) Int. J. Earthquake Engrg. and Struct. Dyn. , vol.27 , pp. 1445-1464
    • Hall, J.F.1
  • 6
    • 0000132610 scopus 로고
    • Nearsource ground motion and its effects on flexible buildings
    • Hall, J. F., Heaton, T. H., Hailing, M. W., and Wald, D. J. (1995). "Nearsource ground motion and its effects on flexible buildings." Earthquake Spectra, 11(4), 569-605.
    • (1995) Earthquake Spectra , vol.11 , Issue.4 , pp. 569-605
    • Hall, J.F.1    Heaton, T.H.2    Hailing, M.W.3    Wald, D.J.4
  • 7
    • 0012218042 scopus 로고    scopus 로고
    • Behavior and reliability of steel plane frames considering fracture at beam ends
    • Tokyo, in Japanese.
    • Kusaka, A., Nakashima, M., and Nonaka, T. (1997). "Behavior and reliability of steel plane frames considering fracture at beam ends." J. Struct, and Constr. Engrg., Tokyo, 493, 99-106 (in Japanese).
    • (1997) J. Struct, and Constr. Engrg. , vol.493 , pp. 99-106
    • Kusaka, A.1    Nakashima, M.2    Nonaka, T.3
  • 8
    • 0012265534 scopus 로고    scopus 로고
    • Dynamic response failure of multistory frames having elastic-plastic-brittle columns
    • in Japanese.
    • Kuwamura, H., and Sato, Y. (1996). "Dynamic response failure of multistory frames having elastic-plastic-brittle columns." J. Struct, and Constr. Engrg., Tokyo, 483, 61-70 (in Japanese).
    • (1996) J. Struct, and Constr. Engrg., Tokyo , vol.483 , pp. 61-70
    • Kuwamura, H.1    Sato, Y.2
  • 9
    • 0002784641 scopus 로고    scopus 로고
    • Effects of random connection fractures on the demands and reliability for a 3-story pre-Northridge SMRF structure
    • Luco, N., and Cornell, C. A. (1998a). "Effects of random connection fractures on the demands and reliability for a 3-story pre-Northridge SMRF structure." Proc., 6th Nat. Conf. on Earthquake Engrg.
    • (1998) Proc., 6th Nat. Conf. on Earthquake Engrg.
    • Luco, N.1    Cornell, C.A.2
  • 11
    • 0032055727 scopus 로고    scopus 로고
    • Classification of dam-age to steel buildings observed in the 1995 Hyogoken-Nanbu Earthquake
    • Nakashima, M., Inoue, K., and Tada, M. (1998). "Classification of dam-age 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
    • 0343699674 scopus 로고    scopus 로고
    • Post-earthquake analysis on damage to steel beam-to-column connections observed in the 1995 Hyogoken-Nanbu Earthquake
    • T. Usami and Y. Itoh, eds., Pergamon
    • Nakashima, M., Yamao, K., and Mitani, T. (1998). "Post-earthquake analysis on damage to steel beam-to-column connections observed in the 1995 Hyogoken-Nanbu Earthquake." Stability and ductility of steel structures, T. Usami and Y. Itoh, eds., Pergamon, 371-378.
    • (1998) Stability and Ductility of Steel Structures , pp. 371-378
    • Nakashima, M.1    Yamao, K.2    Mitani, T.3
  • 13
    • 33847572347 scopus 로고    scopus 로고
    • Dynamic response analysis of planar frames considering discontinuities in stress history: Dynamic response properties of steel structure including brittle fractures
    • Tokyo, C-l, in Japanese.
    • Ono, S., Uetani, K., and Tagawa, H. (1996). "Dynamic response analysis of planar frames considering discontinuities in stress history: dynamic response properties of steel structure including brittle fractures." Proc. Anmi. Meeting of the Arch. Inst. of Japan, Tokyo, C-l, 727-728 (in Japanese).
    • (1996) Proc. Anmi. Meeting of the Arch. Inst. of Japan , pp. 727-728
    • Ono, S.1    Uetani, K.2    Tagawa, H.3
  • 17
    • 0012218644 scopus 로고    scopus 로고
    • Seismic response of steel frames including brittle fractures at beam-ends
    • Tokyo, 489, in Japanese.
    • Uetani, K., and Tagawa, H. (1996). "Seismic response of steel frames including brittle fractures at beam-ends." J. Struct, and Constr. Engrg., Tokyo, 489, 77-86 (in Japanese).
    • (1996) J. Struct, and Constr. Engrg. , pp. 77-86
    • Uetani, K.1    Tagawa, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.