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Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings
The report summarizes current experimental work at Cornell University concerning lightly reinforced concrete structures. The report includes: (1) a brief summary of the full-scale experiments conducted on the behavior of lightly reinforced concrete building frame components subjected to reversing cyclic loads (simulated seismic effects); (2) description of experimental findings on a repaired interior joint; and (3) results of tests on two retrofitted frame joint regions. A total of 34 interior and exterior beam-column joints were tested to identify the different damage mechanisms and study the effect of critical details.
Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings
The report summarizes current experimental work at Cornell University concerning lightly reinforced concrete structures. The report includes: (1) a brief summary of the full-scale experiments conducted on the behavior of lightly reinforced concrete building frame components subjected to reversing cyclic loads (simulated seismic effects); (2) description of experimental findings on a repaired interior joint; and (3) results of tests on two retrofitted frame joint regions. A total of 34 interior and exterior beam-column joints were tested to identify the different damage mechanisms and study the effect of critical details.
Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings
A. Beres (Autor:in) / S. El-Borgi (Autor:in) / R. N. White (Autor:in) / P. Gergely (Autor:in)
1992
85 pages
Report
Keine Angabe
Englisch
Seismic Performance of Lightly Reinforced Concrete Frame Buildings
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