Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/11940
Title: Strength of steel I-beam to CFT column connection with composite slab
Authors: Mulia Orientilize.
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2001
Abstract: The aim of this project is to investigate the static behavior of composite connections comprising of steel I section beams welded to concrete filled circular hollow section (CHS) column connection with a composite slab subjected to negative bending moment.
URI: http://hdl.handle.net/10356/11940
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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