An experimental study of torsional response of reinforced concrete structures to earthquake excitation
Earthquake simulation tests of eight reinforced concrete two degree-of-freedom systems were made to study the combined torsional-translational response of reinforced concrete. A specially designed specimen was used in which the material interactions could be uncoupled. Test variables included: mass distribution, strength, and the presence of material interaction.
University of Illinois - Urbana-Champaign
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University of Illinois at Urbana-Champaign