Monash University
Browse
- No file added yet -

Prefabricated modular beam-to-hybrid ‎columns connections under quasi-static ‎loading

Download (9.64 MB)
thesis
posted on 2018-06-13, 07:36 authored by SEYED NIMA SADEGHI
Several factors determine safety and reliability of steel structures. Structural connections ‎are one of the crucial components, playing an essential role in this regard. With the higher ‎capacity of present-day structural members, namely hybrid fabricated columns, it is ‎imperative to design connections capable of taking advantage of this opportunity. The ‎proposed modular pre-fabricated connection, which is investigated in this research, is ‎shown to be a practical choice for filling this gap. The moment and rotation capacity of this ‎innovative connection allows its use in various moment-resisting frames. It can minimise on-site welding, ‎and increase the construction speed, and quality.‎

History

Campus location

Australia

Principal supervisor

Amin Heidarpour

Additional supervisor 1

Xiao-ling Zhao

Additional supervisor 2

Riadh Al-Mahaidi

Year of Award

2018

Department, School or Centre

Civil Engineering

Course

Doctor of Philosophy

Degree Type

DOCTORATE

Faculty

Faculty of Engineering

Usage metrics

    Faculty of Engineering Theses

    Exports

    RefWorks
    BibTeX
    Ref. manager
    Endnote
    DataCite
    NLM
    DC