A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Aspects of design of reinforced concrete frames for adequate ductility under earthquake loadings; relationships between section properties and moment-curvature characteristics of sections with flexure and axial load are examined; deformations of reinforced concrete members and methods for calculating available plastic rotation at plastic hinges are reviewed; yield mechanisms that can develop in rectangular framed structures under seismic loading are examined, and method for determining section ductilities necessary to achieve required ductility factor is presented. (17234)
Aspects of design of reinforced concrete frames for adequate ductility under earthquake loadings; relationships between section properties and moment-curvature characteristics of sections with flexure and axial load are examined; deformations of reinforced concrete members and methods for calculating available plastic rotation at plastic hinges are reviewed; yield mechanisms that can develop in rectangular framed structures under seismic loading are examined, and method for determining section ductilities necessary to achieve required ductility factor is presented. (17234)
Ductility of reinforced concrete frames, under seismic loading
N Z Eng
Park, R. (author)
1968
9 pages
Article (Journal)
English
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