This paper describes testing of three interior post-tensioned slab-column connections having rectangular columns with a column aspect ratio of 5. The first specimen was tested under gravity load only. The second specimen was subjected to gravity and unidirectional cyclic lateral loading, and the third specimen was subjected to gravity and bidirectional cyclic lateral loading.
Himawan, A., Teng, S. Cyclic Behavior of Post-Tensioned Slab-Rectangular Column Connections,
American concrete institute, 2014, с. 177-188.
Himawan, A., Teng, S. .
Cyclic Behavior of Post-Tensioned Slab-Rectangular Column Connections.
: American concrete institute, 2014, с. 177-188.
Himawan, A., Teng, S. (2014)
Cyclic Behavior of Post-Tensioned Slab-Rectangular Column Connections,
: American concrete institute, с. 177-188
Himawan, A., & Teng, S.
(2014).
Cyclic Behavior of Post-Tensioned Slab-Rectangular Column Connections. ACI Structural journal. American concrete institute 111 (1), с. 177-188.
