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Volumn 40, Issue 6, 2011, Pages 591-604

Simulation of floor response spectra in shake table experiments

Author keywords

Desired and achieved motion; Drive motion; Open loop compensation; Shake table simulation; Transfer function

Indexed keywords

FLOORS; HYDRAULIC EQUIPMENT; MODEL STRUCTURES;

EID: 79954618960     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.1035     Document Type: Article
Times cited : (32)

References (16)
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  • 2
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    • Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part 1-design and properties of a one-third scale model structure. Technical Report NCEER 92-0027, Buffalo, NY, U.S.A.
    • Bracci JM, Reinhorn AM, Mander JB. Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part 1-design and properties of a one-third scale model structure. Technical Report NCEER 92-0027, Buffalo, NY, U.S.A., 1992.
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    • Bracci, J.M.1    Reinhorn, A.M.2    Mander, J.B.3
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    • A non-linear shake table identification and control for near-field earthquake testing
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    • Signal reproduction fidelity of servo-hydraulic testing equipment. Proceedings of the 10th World Conference on Earthquake Engineering, Rotterdam.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.