Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/50515
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
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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