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Design Principles for Minimum Torsional Response of Wall-Frame Concrete Structures
A seismic design procedure is described incorporating the well-accepted property that the stiffness of reinforced concrete elements is strength dependent and the requirement that the method of assigning strength to elements should be aiming at minimum torsional phenomena. Such a response allows a direct comparison with the findings of a static nonlinear analysis, which may provide the limits of story drifts and the induced plastic rotations in potential plastic hinges. The requirement of a practically translational response implies that the element strength assignment should be based on planar considerations and the initially elastic response should be of minimum torsion.
Design Principles for Minimum Torsional Response of Wall-Frame Concrete Structures
A seismic design procedure is described incorporating the well-accepted property that the stiffness of reinforced concrete elements is strength dependent and the requirement that the method of assigning strength to elements should be aiming at minimum torsional phenomena. Such a response allows a direct comparison with the findings of a static nonlinear analysis, which may provide the limits of story drifts and the induced plastic rotations in potential plastic hinges. The requirement of a practically translational response implies that the element strength assignment should be based on planar considerations and the initially elastic response should be of minimum torsion.
Design Principles for Minimum Torsional Response of Wall-Frame Concrete Structures
Georgoussis, George K. (author)
Journal of Earthquake Engineering ; 23 ; 1216-1239
2019-08-09
24 pages
Article (Journal)
Electronic Resource
English
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