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Volumn 13, Issue 2, 2004, Pages 123-144

Hysteretic energy response of steel moment-resisting frames with vertical mass irregularities

Author keywords

[No Author keywords available]

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DUCTILITY; GRAVITATIONAL EFFECTS; PLASTICITY; SEISMOLOGY; STIFFNESS; STRESS ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

EID: 3943081356     PISSN: 15417794     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.246     Document Type: Review
Times cited : (29)

References (17)
  • 2
    • 0035369422 scopus 로고    scopus 로고
    • Empirical hysteretic energy with strength, strength and drift, and SCWB designs using steel moment resisting frames
    • Choi BJ, and Shen JH. 2001. Empirical hysteretic energy with strength, strength and drift, and SCWB designs using steel moment resisting frames. Structural Design of Tall Buildings 10(2): 93-106.
    • (2001) Structural Design of Tall Buildings , vol.10 , Issue.2 , pp. 93-106
    • Choi, B.J.1    Shen, J.H.2
  • 7
    • 0026867767 scopus 로고
    • Seismic energy dissipation in MDOF structures
    • ASCE
    • Leger P, Dussault S. 1992. Seismic energy dissipation in MDOF structures. Journal of Structural Engineering, ASCE 115(6): 1251-1269.
    • (1992) Journal of Structural Engineering , vol.115 , Issue.6 , pp. 1251-1269
    • Leger, P.1    Dussault, S.2
  • 9
    • 0019615164 scopus 로고
    • An evaluation of inelastic seismic design spectra
    • ASCE
    • Mahin SA, Bertero VV. 1981. An evaluation of inelastic seismic design spectra. Journal of Structural Division, ASCE 107(9): 1777-1795.
    • (1981) Journal of Structural Division , vol.107 , Issue.9 , pp. 1777-1795
    • Mahin, S.A.1    Bertero, V.V.2
  • 11
    • 1942444431 scopus 로고    scopus 로고
    • Strand7, Sydney
    • Strand7. 2002. G+D Computing, Sydney.
    • (2002) G+D Computing
  • 14
    • 0031071413 scopus 로고    scopus 로고
    • Seismic response of an instrumented 13-story steel frame building damaged in the 1994 Northridge earthquake
    • Uang C-M, Bertero VV. 1997. Seismic response of an instrumented 13-story steel frame building damaged in the 1994 Northridge earthquake. Earthquake Spectra 13(1): 131-148.
    • (1997) Earthquake Spectra , vol.13 , Issue.1 , pp. 131-148
    • Uang, C.-M.1    Bertero, V.V.2
  • 16
    • 0030904287 scopus 로고    scopus 로고
    • Seismic response of building frames with vertical structural irregularities
    • Valmundsson EV, Nau JM. 1997. Seismic response of building frames with vertical structural irregularities. Journal of Structural Engineering 123(1): 30-41.
    • (1997) Journal of Structural Engineering , vol.123 , Issue.1 , pp. 30-41
    • Valmundsson, E.V.1    Nau, J.M.2
  • 17
    • 0021479401 scopus 로고
    • Earthquake energy absorption in SDOF structures
    • ASCE
    • Zarah TF, Hall WJ. 1984. Earthquake energy absorption in SDOF structures. Journal of structural engineering, ASCE 110(8): 1757-1772.
    • (1984) Journal of Structural Engineering , vol.110 , Issue.8 , pp. 1757-1772
    • Zarah, T.F.1    Hall, W.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.