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Volumn 126, Issue 1, 2000, Pages 145-154

Dynamic P-delta effects for flexible inelastic steel structures

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0033702251     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(145)     Document Type: Article
Times cited : (119)

References (11)
  • 1
    • 0032044791 scopus 로고    scopus 로고
    • Instability of buildins during seismic response
    • Bemal, D. (1998). "Instability of buildins during seismic response." Engrg. Struct., 20(4-6), 496-502.
    • (1998) Engrg. Struct. , vol.20 , Issue.4-6 , pp. 496-502
    • Bemal, D.1
  • 2
    • 0028557720 scopus 로고
    • Earthquake collapse analysis of steel frames
    • Challa, V. R. M., and Hall, J. F. (1994). "Earthquake collapse analysis of steel frames." Earthquake Engrg. and Struct. Dyn., 23(11), 1199-1218.
    • (1994) Earthquake Engrg. and Struct. Dyn. , vol.23 , Issue.11 , pp. 1199-1218
    • Challa, V.R.M.1    Hall, J.F.2
  • 3
    • 0003925406 scopus 로고    scopus 로고
    • Seismic demands for performance evaluation of steel moment resisting frame structures
    • Dept. of Civ. Engrg., Stanford University, Stanford, Calif.
    • Gupta, A., and Krawinkler, H. (1999). "Seismic demands for performance evaluation of steel moment resisting frame structures." John A. Blume Earthquake Engrg. Ctr. Rep. No. 132, Dept. of Civ. Engrg., Stanford University, Stanford, Calif.
    • (1999) John A. Blume Earthquake Engrg. Ctr. Rep. No. 132
    • Gupta, A.1    Krawinkler, H.2
  • 4
    • 0032040715 scopus 로고    scopus 로고
    • Pros and cons of a pushover analysis for seismic performance evaluation
    • Krawinkler, H., and Seneviratna, P. (1998). "Pros and cons of a pushover analysis for seismic performance evaluation." J. Engrg. Struct., 20(4-6), 452-464.
    • (1998) J. Engrg. Struct. , vol.20 , Issue.4-6 , pp. 452-464
    • Krawinkler, H.1    Seneviratna, P.2
  • 5
    • 0004118271 scopus 로고
    • P-A effects on single-degree-of-freedom structures in earthquakes
    • MacRae, G. A. (1994). "P-A effects on single-degree-of-freedom structures in earthquakes." Earthquake Spectra, 10(3).
    • (1994) Earthquake Spectra , vol.10 , Issue.3
    • MacRae, G.A.1
  • 6
    • 33847569058 scopus 로고
    • 1994 Ed., Federal Emergency Management Agency, Building Seismic Safety Council, Washington, D.C.
    • "NEHRP recommended provisions for seismic regulations for new buildings." (1995). 1994 Ed., FEMA 222A, Federal Emergency Management Agency, Building Seismic Safety Council, Washington, D.C.
    • (1995) FEMA 222A
  • 7
    • 0003749428 scopus 로고    scopus 로고
    • NEHRP guidelines for the seismic rehabilitation of buildings
    • Federal Emergency Management Agency, Building Seismic Safety Council, Washington, D.C.
    • "NEHRP guidelines for the seismic rehabilitation of buildings." (1997). FEMA 273, Federal Emergency Management Agency, Building Seismic Safety Council, Washington, D.C.
    • (1997) FEMA 273
  • 8
    • 0027788362 scopus 로고
    • Seismic behavior of moment-resisting steel frames: Analytical studies
    • Roeder, C. W, Schneider, S. P., and Carpenter, J. E. (1993). "Seismic behavior of moment-resisting steel frames: Analytical studies." 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
  • 9
    • 0027611225 scopus 로고
    • Seismic behavior of moment-resisting steel frames: Experimental study
    • Schneider, S. P., Roeder, C. W, and Carpenter, J. E. (1993). "Seismic behavior of moment-resisting steel frames: Experimental study." J. Struct. Engrg., ASCE, 119(6), 1885-1902.
    • (1993) J. Struct. Engrg., ASCE , vol.119 , Issue.6 , pp. 1885-1902
    • Schneider, S.P.1    Roeder, C.W.2    Carpenter, J.E.3
  • 10
    • 0003584121 scopus 로고    scopus 로고
    • Development of ground motion time histories for phase 2 of the FEMA/SAC steel project
    • SAC Joint Venture, Sacramento, Calif.
    • Somerville, P., et al. (1997). "Development of ground motion time histories for phase 2 of the FEMA/SAC steel project." Rep. No. SAC/BD-97104, SAC Joint Venture, Sacramento, Calif.
    • (1997) Rep. No. SAC/BD-97104
    • Somerville, P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.