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Volumn 127, Issue 5, 2001, Pages 588-593

Energy dissipation at PR frames under seismic loading

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE EFFECTS; ENERGY DISSIPATION; NUMERICAL ANALYSIS; SEISMIC WAVES; SHEAR DEFORMATION; STEEL; STIFFNESS;

EID: 0035339538     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:5(588)     Document Type: Article
Times cited : (38)

References (11)
  • 1
    • 0008520737 scopus 로고
    • Wind connections with simple framing
    • Disque, R. O. (1964). "Wind connections with simple framing." Engrg. J., 1(3), 101-103.
    • (1964) Engrg. J. , vol.1 , Issue.3 , pp. 101-103
    • Disque, R.O.1
  • 2
    • 0032141776 scopus 로고    scopus 로고
    • Response of semi-rigid steel frames to cyclic and earthquake loads
    • Elnashai, A. S., Elghazoulli, A. Y., and Denesh-Ashtiani, F. A. (1998). "Response of semi-rigid steel frames to cyclic and earthquake loads." J. Struct. Engrg., ASCE, 124(8), 857-367.
    • (1998) J. Struct. Engrg., ASCE , vol.124 , Issue.8 , pp. 857-1367
    • Elnashai, A.S.1    Elghazoulli, A.Y.2    Denesh-Ashtiani, F.A.3
  • 3
    • 0029344302 scopus 로고
    • Safety evaluation of frames with PR connections
    • Gao, L., and Haldar, A. (1995). "Safety evaluation of frames with PR connections." J. Struct. Engrg., ASCE, 121(7), 1101-1109.
    • (1995) J. Struct. Engrg., ASCE , vol.121 , Issue.7 , pp. 1101-1109
    • Gao, L.1    Haldar, A.2
  • 4
    • 0002368289 scopus 로고
    • Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses
    • Kondoh, K., and Atluri, S. N. (1987). "Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses." Computational Mech., 2(1), 1-25.
    • (1987) Computational Mech. , vol.2 , Issue.1 , pp. 1-25
    • Kondoh, K.1    Atluri, S.N.2
  • 5
    • 0029222465 scopus 로고
    • Performance of semi-rigid frames
    • ASCE, New York
    • Leon, R. T., and Shin, K. J. (1995). "Performance of semi-rigid frames." Proc., Struct. Congr., XIII, ASCE, New York, 1020-1035.
    • (1995) Proc., Struct. Congr. , vol.13 , pp. 1020-1035
    • Leon, R.T.1    Shin, K.J.2
  • 6
    • 0025795914 scopus 로고
    • Dynamic behavior of flexible, semi-rigid and rigid frames
    • Nader, M. N., and Astaneh, A. (1991). "Dynamic behavior of flexible, semi-rigid and rigid frames." J. Constr. Steel Res., 18, 179-192.
    • (1991) J. Constr. Steel Res. , vol.18 , pp. 179-192
    • Nader, M.N.1    Astaneh, A.2
  • 8
    • 0040637650 scopus 로고
    • PRCONN, "moment-rotation curves for partially restrained connections."
    • RMR Design Group, Tucson, Ariz.
    • Richard, R. M. (1993). PRCONN, "Moment-rotation curves for partially restrained connections." Users Manual, RMR Design Group, Tucson, Ariz.
    • (1993) Users Manual
    • Richard, R.M.1
  • 9
    • 0027788362 scopus 로고
    • Seismic behavior of moment-resisting steel frames: Analytical study
    • Roeder, C. W., Schneider, S. P., and Carpenter, J. E. (1993). "Seismic behavior of moment-resisting steel frames: Analytical study." J. Struct. Engrg., ASCE, 119(6), 1866-1884.
    • (1993) J. Struct. Engrg., ASCE , vol.119 , Issue.6 , pp. 1866-1884
    • Roeder, C.W.1    Schneider, S.P.2    Carpenter, J.E.3
  • 10
    • 0023981374 scopus 로고
    • Elasto-plastic large deformation analysis of space-frames
    • Shi, G., and Atluri, S. N. (1988). "Elasto-plastic large deformation analysis of space-frames." Int. J. Numer. Methods in Engrg., 26, 589-615.
    • (1988) Int. J. Numer. Methods in Engrg. , vol.26 , pp. 589-615
    • Shi, G.1    Atluri, S.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.