Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading
Reinforced concrete flat plate structures have been widely used for residential and office buildings around the world due to their economical and aesthetical advantages over the conventional beam and slab system. However, the transfer of shear and unbalanced moment at the slab-column connections may...
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| Format: | Thesis |
| Language: | English |
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2010
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| Online Access: | https://hdl.handle.net/10356/39358 |
| _version_ | 1826125740307906560 |
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| author | Edward Anggadjaja |
| author2 | Teng Susanto |
| author_facet | Teng Susanto Edward Anggadjaja |
| author_sort | Edward Anggadjaja |
| collection | NTU |
| description | Reinforced concrete flat plate structures have been widely used for residential and office buildings around the world due to their economical and aesthetical advantages over the conventional beam and slab system. However, the transfer of shear and unbalanced moment at the slab-column connections may result in a sudden and brittle punching failure at these connections. Thus, the economy of the flat plate structure depends on the degree to which the ultimate strength of the slab-column connections can be predicted and utilized. |
| first_indexed | 2024-10-01T06:41:17Z |
| format | Thesis |
| id | ntu-10356/39358 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T06:41:17Z |
| publishDate | 2010 |
| record_format | dspace |
| spelling | ntu-10356/393582023-03-03T19:27:32Z Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading Edward Anggadjaja Teng Susanto School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design Reinforced concrete flat plate structures have been widely used for residential and office buildings around the world due to their economical and aesthetical advantages over the conventional beam and slab system. However, the transfer of shear and unbalanced moment at the slab-column connections may result in a sudden and brittle punching failure at these connections. Thus, the economy of the flat plate structure depends on the degree to which the ultimate strength of the slab-column connections can be predicted and utilized. Doctor of Philosophy (CEE) 2010-05-21T05:23:17Z 2010-05-21T05:23:17Z 2007 2007 Thesis Edward Anggadjaja. (2007). Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/39358 10.32657/10356/39358 en 329 p. application/pdf application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Structures and design Edward Anggadjaja Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading |
| title | Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading |
| title_full | Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading |
| title_fullStr | Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading |
| title_full_unstemmed | Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading |
| title_short | Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading |
| title_sort | shear capacity of slab column connections under gravity and biaxial cyclic lateral loading |
| topic | DRNTU::Engineering::Civil engineering::Structures and design |
| url | https://hdl.handle.net/10356/39358 |
| work_keys_str_mv | AT edwardanggadjaja shearcapacityofslabcolumnconnectionsundergravityandbiaxialcycliclateralloading |