Aseismic construction and design method for multi-storey composite structures

Earthquake Engineering and Structural Dynamics

Volumn 25, Issue 9, 1996, Pages 887-907

  Dai, H ^a   Xia, X D ^a   Ding, D J ^a  

^a NANJING INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Aseismic design; Composite structures; Keyways; Low rise shear wall; Seismic response

Indexed keywords

DEFLECTION (STRUCTURES); EARTHQUAKE RESISTANCE; ENERGY DISSIPATION; KEYWAYS; MASONRY CONSTRUCTION; REINFORCED CONCRETE; SHEAR WALLS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; TALL BUILDINGS;

ASEISMIC DESIGN; LOW RISE SHEAR WALL; MULTISTOREY COMPOSITE STRUCTURES;

COMPOSITE STRUCTURES;

COMPOSITE STRUCTURE; SEISMIC DESIGN; SEISMIC RESPONSE;

EID: 0030304982     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199609)25:9<887::AID-EQE589>3.0.CO;2-0     Document Type: Article

References (8)

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4. H. Dai, 'A study of structural control behaviour of reinforced concrete framed shear walls', Doctoral Dissertation of NIT, Nanjing, China, January 1991.
5. X. R. Tang, 'A experimental research of shear strength and seismic resistance of fibre reinforced high strength R.C. low-rise shear walls', Thesis for Master at NIT, Nanjing, China, October 1989.
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