Cyclic behavior of post-tensioned slab-rectangular column connections
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 thi...
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| Main Authors: | , |
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| 格式: | Article |
| 語言: | English |
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2014
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| 在線閱讀: | https://hdl.handle.net/10356/104020 http://hdl.handle.net/10220/19481 |
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