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...
Main Authors: | Himawan, Aris, Teng, Susanto |
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Andre forfattere: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Sprog: | English |
Udgivet: |
2014
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Fag: | |
Online adgang: | https://hdl.handle.net/10356/104020 http://hdl.handle.net/10220/19481 |
Lignende værker
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Shear strength of slab-column connections under gravity and cyclic lateral loading
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Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading
af: Edward Anggadjaja
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Punching shear strength of slabs with openings and supported on rectangular columns
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Seismic performance of corroded reinforced concrete column-slab connections
af: Sutantyo, Samuel Kurniawan
Udgivet: (2021)