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The results of an experimental program to study the behavior and collapse mechanism of reinforced concrete deep beam-column frames and to evaluate present U.S. code provisions, both with respect to design loads and design details is presented. The behavior and failure modes of half-scale, two story, beam-column subassemblages under cyclic induced lateral displacements and constant axial column loads is investigated. The brittle failure due to an inadequate shear capacity of the column sections is noted. Recommendations to increase the lateral load resistance are presented. An analytical model to predict cyclic force-deflection behavior of beam-column subassemblages is developed. Two analytical hysteresis models associated with flexural and shear deformations of the members are described.
The results of an experimental program to study the behavior and collapse mechanism of reinforced concrete deep beam-column frames and to evaluate present U.S. code provisions, both with respect to design loads and design details is presented. The behavior and failure modes of half-scale, two story, beam-column subassemblages under cyclic induced lateral displacements and constant axial column loads is investigated. The brittle failure due to an inadequate shear capacity of the column sections is noted. Recommendations to increase the lateral load resistance are presented. An analytical model to predict cyclic force-deflection behavior of beam-column subassemblages is developed. Two analytical hysteresis models associated with flexural and shear deformations of the members are described.
Behavior of Reinforced Concrete Deep Beam-Column Subassemblages Under Cyclic Loads
O. Kustu (author)
1975
255 pages
Report
No indication
English
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