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Structural performance of inter-module connections in cold-formed steel structures

thesis
posted on 2025-07-23, 05:01 authored by Essam Jnead
<p dir="ltr">Various inter-module connections have been studied recently to enhance the constructability and performance of steel-framed modular buildings. Although these connections provide benefits, they do not fully leverage the potential advantages of modular construction, such as quick assembly and reusability. Moreover, designers usually face extra challenges in connecting modules when they are subjected to high loads because of their small thickness, issues of weldability, requirements for reusability and local buckling.</p><p dir="ltr">This research developed three innovative and sustainable connections between shear walls in cold-formed steel modular construction. A series of 62 full-scale experimental tests have been conducted using square hollow sections (SHS) to examine connection capacity and failure mechanism. FEA numerical investigations have also been carried out by analysing 14 models using ABAQUS. It was found that the proposed connections achieve strength requirements to withstand wind lateral loads in mid-rise buildings. They also proved to possess important characteristics like ease of installation, temporary stability during construction, reusability and having a pleasant appearance.</p>

History

Year

2024

Thesis type

  • Doctoral thesis

Faculty/School

School of Civil, Mining, Environmental and Architectural Engineering

Language

English

Disclaimer

Unless otherwise indicated, the views expressed in this thesis are those of the author and do not necessarily represent the views of the University of Wollongong.

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