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Cyclic Response of RC Beam-Column Knee Joints: Test and Retrofit
Two reinforced concrete beam-column knee joints have been tested under cyclic loading to determine the seismic response of knee joints designed according to the provisions of ACI 318-83 and ACI 352-85. The tests consisted of cyclic opening and closing of the connection until its load-carrying capacity was reduced to half the initial value. Following testing, one of the connections was retrofit in an attempt to restore the original strength without modifying theoriginal dimensions. The retrofit consisted of added U-shaped bars to constrain the column hook extensions and diagonal reinforcement across the inside corner of the joint to transfer tension across the joint during opening. The retrofit test results show a substantial increase in joint strength and toughness.
Cyclic Response of RC Beam-Column Knee Joints: Test and Retrofit
Two reinforced concrete beam-column knee joints have been tested under cyclic loading to determine the seismic response of knee joints designed according to the provisions of ACI 318-83 and ACI 352-85. The tests consisted of cyclic opening and closing of the connection until its load-carrying capacity was reduced to half the initial value. Following testing, one of the connections was retrofit in an attempt to restore the original strength without modifying theoriginal dimensions. The retrofit consisted of added U-shaped bars to constrain the column hook extensions and diagonal reinforcement across the inside corner of the joint to transfer tension across the joint during opening. The retrofit test results show a substantial increase in joint strength and toughness.
Cyclic Response of RC Beam-Column Knee Joints: Test and Retrofit
S. Mazzoni (author) / J. P. Moehle (author) / C. R. Thewalt (author)
1991
32 pages
Report
No indication
English
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