Shear strength of slab-column connections under gravity and cyclic lateral loading
The main objective of this research is to study the shear strengths of reinforced concrete and post-tensioned slab-column connections under gravity and cyclic lateral loading. This study covers interior, edge, and corner connections constructed using normalweight concrete. The effects of prestressin...
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| Format: | Thesis |
| Language: | English |
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2012
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| Online Access: | https://hdl.handle.net/10356/50515 |
| _version_ | 1826115824330473472 |
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| author | Sunendro Aris Sutanto Himawan |
| author2 | Teng Susanto |
| author_facet | Teng Susanto Sunendro Aris Sutanto Himawan |
| author_sort | Sunendro Aris Sutanto Himawan |
| collection | NTU |
| description | The main objective of this research is to study the shear strengths of reinforced concrete and post-tensioned slab-column connections under gravity and cyclic lateral loading. This study covers interior, edge, and corner connections constructed using normalweight concrete. The effects of prestressing force, column rectangularity, unbalanced moment transfer, and cyclic loading are included. However, only slab-column connections without beams, drop panels, column capitals, openings, and any type of shear reinforcement are considered in this study. |
| first_indexed | 2024-10-01T04:01:29Z |
| format | Thesis |
| id | ntu-10356/50515 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T04:01:29Z |
| publishDate | 2012 |
| record_format | dspace |
| spelling | ntu-10356/505152023-03-03T19:15:01Z Shear strength of slab-column connections under gravity and cyclic lateral loading Sunendro Aris Sutanto Himawan Teng Susanto School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The main objective of this research is to study the shear strengths of reinforced concrete and post-tensioned slab-column connections under gravity and cyclic lateral loading. This study covers interior, edge, and corner connections constructed using normalweight concrete. The effects of prestressing force, column rectangularity, unbalanced moment transfer, and cyclic loading are included. However, only slab-column connections without beams, drop panels, column capitals, openings, and any type of shear reinforcement are considered in this study. Doctor of Philosophy (CEE) 2012-06-11T07:45:04Z 2012-06-11T07:45:04Z 2012 2012 Thesis Sunendro Aris Sutanto Himawan. (2012). Shear strength of slab-column connections under gravity and cyclic lateral loading. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/50515 10.32657/10356/50515 en 274 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Structures and design Sunendro Aris Sutanto Himawan Shear strength of slab-column connections under gravity and cyclic lateral loading |
| title | Shear strength of slab-column connections under gravity and cyclic lateral loading |
| title_full | Shear strength of slab-column connections under gravity and cyclic lateral loading |
| title_fullStr | Shear strength of slab-column connections under gravity and cyclic lateral loading |
| title_full_unstemmed | Shear strength of slab-column connections under gravity and cyclic lateral loading |
| title_short | Shear strength of slab-column connections under gravity and cyclic lateral loading |
| title_sort | shear strength of slab column connections under gravity and cyclic lateral loading |
| topic | DRNTU::Engineering::Civil engineering::Structures and design |
| url | https://hdl.handle.net/10356/50515 |
| work_keys_str_mv | AT sunendroarissutantohimawan shearstrengthofslabcolumnconnectionsundergravityandcycliclateralloading |