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Volumn 51, Issue 1, 1999, Pages 37-59

Nonlinear seismic response of steel structures with semi-rigid and composite connections

Author keywords

Keyword

Indexed keywords

ALGORITHMS; EARTHQUAKE RESISTANCE; RIGIDITY; SEISMOLOGY; STEEL STRUCTURES; STRUCTURAL ANALYSIS; TIME DOMAIN ANALYSIS;

EID: 0032623389     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00005-X     Document Type: Article
Times cited : (54)

References (27)
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  • 8
    • 0028977154 scopus 로고
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  • 9
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    • (1989) Computer and Structures , vol.34 , Issue.5 , pp. 811-823
    • Haldar, A.1    Nee, K.M.2
  • 10
    • 0002368289 scopus 로고
    • Large deformation, elasto-plastic analysis of frames under non-conservative loading, using explicitly derived tangent stiffness based on assumed stress
    • Kondoh K., Atluri S.N. Large deformation, elasto-plastic analysis of frames under non-conservative loading, using explicitly derived tangent stiffness based on assumed stress. Computational Mechanics Journal. 2(1):1987;1-25.
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    • Kondoh, K.1    Atluri, S.N.2
  • 13
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    • Effects of joint flexibility on the behavior of steel frames
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    • (1987) Computers and Structures , vol.26 , Issue.5 , pp. 719-732
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  • 21
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    • Ph.D. Thesis, Department of Civil Engineering and Engineering Mechanics, University of Arizona
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  • 23
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.