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Volumn 126, Issue 1, 2000, Pages 117-126

Three-dimensional steel building response to near-fault motions

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; EARTHQUAKE RESISTANCE; STRUCTURAL ANALYSIS;

EID: 0033703922     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(117)     Document Type: Article
Times cited : (59)

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  • 3
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    • Near-source ground motion and its effects on flexible buildings
    • Hall, J. F., et al. (1995). "Near-source 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
  • 5
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    • The critical angle of seismic incidence and the maximum structural response
    • Lopez, O. A., and Torres, R. (1997). "The critical angle of seismic incidence and the maximum structural response." Earthquake Engrg. and Struct. Dyn., 26, 881-894.
    • (1997) Earthquake Engrg. and Struct. Dyn. , vol.26 , pp. 881-894
    • Lopez, O.A.1    Torres, R.2
  • 6
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    • Parametric study of the effect of seismic demands of ground motion intensity and dynamic characteristics
    • Richmond, Calif.
    • MacRae, G. A. (1999). "Parametric study of the effect of seismic demands of ground motion intensity and dynamic characteristics." Final Rep. to SAC Steel Project, Richmond, Calif.
    • (1999) Final Rep. to SAC Steel Project
    • MacRae, G.A.1
  • 7
    • 33847570851 scopus 로고
    • American Institute of Steel Construction, Chicago.
    • Manual of steel construction-load and resistance factor design (LRFD). (1994). American Institute of Steel Construction, Chicago.
    • (1994)
  • 9
    • 0343699652 scopus 로고    scopus 로고
    • ATC-32: Provisional recommendations for the seismic design of bridges
    • California Department of Transportation, Sacramento, Calif.
    • McNutt, R. V. (1996). "ATC-32: Provisional recommendations for the seismic design of bridges." Proc., 4th Caltrans Workshop, California Department of Transportation, Sacramento, Calif.
    • (1996) Proc., 4th Caltrans Workshop
    • McNutt, R.V.1
  • 10
    • 0000665883 scopus 로고    scopus 로고
    • A replacement for the 30%, 40% and SRSS rules for multi-component seismic excitation
    • Menum, C, and Der Kiureghian, A. (1998). "A replacement for the 30%, 40% and SRSS rules for multi-component seismic excitation." Earthquake Spectra, 14(1), 153-164.
    • (1998) Earthquake Spectra , vol.14 , Issue.1 , pp. 153-164
    • Menum, C.1    Der Kiureghian, A.2
  • 11
    • 0003611642 scopus 로고    scopus 로고
    • NEHRP recommended provisions for seismic regulations for new buildings, 1997 edition.
    • Building Seismic Safety Council, Washington, D.C.
    • "NEHRP recommended provisions for seismic regulations for new buildings, 1997 edition." (1998). FEMA302, Building Seismic Safety Council, Washington, D.C.
    • (1998) FEMA302
  • 12
    • 0003514892 scopus 로고
    • DRAIN-3DX base program description and user guide version 1.10
    • Dept. of Civ. Engrg., University of California, Berkeley, Calif.
    • Powell, G. H., and Campbell, S. (1994). "DRAIN-3DX base program description and user guide version 1.10." Rep. No. UCB/SEMM-94/ 07&08, Dept. of Civ. Engrg., University of California, Berkeley, Calif.
    • (1994) Rep. No. UCB/SEMM-94/ 07&08
    • Powell, G.H.1    Campbell, S.2
  • 13
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    • Prakash, V., Powell, G. H., and Campbell, S. (1993). "DRAIN-2DX base program description and user guide version 1.10." Rep. No. UCB/ SEMM-93/17&18, Dept. of Civ. Engrg., University of California, Berkeley, Calif.
    • (1993) Rep. No. UCB/ SEMM-93/17&18
    • Prakash, V.1    Powell, G.H.2    Campbell, S.3
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    • Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997). "Development of ground motion time histories for phase 2 of the FEMA/ SAC steel project." Rep. No. SAC/BD-97/04, SAC Joint Venture Project, Richmond, Calif.
    • (1997) Rep. No. SAC/BD-97/04
    • Somerville, P.1    Smith, N.2    Punyamurthula, S.3    Sun, J.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.