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Volumn 59, Issue 2-3, 1996, Pages 309-323

Comparison of damping in buildings under low-amplitude and strong motions

Author keywords

Ambient vibration; ARX (autoregressive extra input) model; Damping; Loma Prieta earthquake; Low amplitude vibration; Natural frequency; Soil structure interaction; Strong motion; System identification

Indexed keywords

BUILDINGS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; EARTHQUAKES; IDENTIFICATION (CONTROL SYSTEMS); MATHEMATICAL MODELS; NATURAL FREQUENCIES; REGRESSION ANALYSIS; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

EID: 0030103862     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/0167-6105(96)00014-1     Document Type: Article
Times cited : (58)

References (20)
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  • 4
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    • Dynamic characteristics of five tall buildings during strong and low-amplitude motions
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    • Çelebi, M.1    Phan, L.T.2    Marshall, R.D.3
  • 6
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    • Utilizing visco-elastic dampers in the seismic retrofit of a thirteen story steel frame building
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    • Crosby, P., J. Kelly and J.P. Singh (1994) Utilizing visco-elastic dampers in the seismic retrofit of a thirteen story steel frame building, Proc. ASCE Structures Congress XII, Atlanta, GA, Vol. 2, pp. 1286-1291.
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  • 8
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  • 9
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    • TN
    • Jeary, A.P. and P.E. Winney (1972) Determination of structural damping of a large multi-flue chimney from the response to wind excitation, Proc. of Institution of Civil Engineers, Part 2, TN, 53, 569-577.
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  • 12
    • 0007811549 scopus 로고
    • Soil-structure interaction and identification of structural models
    • Knoxville, TN
    • Luco, E. (1980) Soil-structure interaction and identification of structural models, Proc. ASCE Specialty Conference, Knoxville, TN.
    • (1980) Proc. ASCE Specialty Conference
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  • 14
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    • The use of simple models in soil-structure interaction
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  • 15
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    • Structural system identification. I: Experimental verification
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  • 16
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  • 17
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.