SCOPUS 정보 검색 플랫폼

Earthquake Engineering and Structural Dynamics

Volumn 27, Issue 3, 1998, Pages 205-223

Control of the seismic response of a composite tall building modelled by two interconnected shear beams

(2) Luco, J Enrique a De Barros, Francisco C P a

a UNIVERSITY OF CALIFORNIA (United States)

Author keywords

Buildings; Control; Dynamics; Seismic response

Indexed keywords

COMPOSITE STRUCTURES; DAMPING; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FREQUENCY DOMAIN ANALYSIS; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL ANALYSIS; TIME DOMAIN ANALYSIS;

INTERCONNECTED SHEAR BEAMS; SEISMIC EXCITATION;

TALL BUILDINGS;

BUILDINGS; SEISMIC RESPONSE;

EID: 0032031167 PISSN: 00988847 EISSN: None Source Type: Journal
DOI: 10.1002/(SICI)1096-9845(199803)27:3<205::AID-EQE712>3.0.CO;2-X Document Type: Article

Times cited : (31)

References (5)

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2
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3
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4
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- Coupling tall buildings for control of response to wind
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5
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- Report, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego, La Jolla, California, September
- J. E. Luco and F. C. P. de Barros, 'Active and passive control of the dynamic response of tall buildings', Report, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego, La Jolla, California, September 1994, 130pp.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.