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Title: | Shear strength of slab-column connections under gravity and cyclic lateral loading | Authors: | Sunendro Aris Sutanto Himawan | Keywords: | DRNTU::Engineering::Civil engineering::Structures and design | Issue Date: | 2012 | Source: | Sunendro Aris Sutanto Himawan. (2012). Shear strength of slab-column connections under gravity and cyclic lateral loading. Doctoral thesis, Nanyang Technological University, Singapore. | Abstract: | 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. | URI: | https://hdl.handle.net/10356/50515 | DOI: | 10.32657/10356/50515 | Schools: | School of Civil and Environmental Engineering | Fulltext Permission: | open | Fulltext Availability: | With Fulltext |
Appears in Collections: | CEE Theses |
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TcG0602371F.pdf | 4.02 MB | Adobe PDF | View/Open |
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