Computational Modelling of Intra-Module Connections and Their Influence on the Robustness of a Steel Corner-Supported Volumetric Module

Computational Modelling of Intra-Module Connections and Their Influence on the Robustness of a Steel Corner-Supported Volumetric Module

This paper investigates the robustness of a single 3D volumetric corner-supported module made of square hollow-section (SHS) columns. Typically, the moment–rotation (M-θ) behaviour of connections within the module (intra-module) is assumed to be fully rigid rather than semi-rigid, resulting in inacc...

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Bibliographic Details
Main Authors: Si Hwa Heng, David Hyland, Michael Hough, Daniel McCrum
Format: Article
Language:English
Published: MDPI AG 2024-03-01
Series:Modelling
Subjects:
modular construction
corner-supported module
phenomenological model
semi-rigid connection stiffness
robustness
numerical modelling
Online Access:https://www.mdpi.com/2673-3951/5/1/21

Internet

https://www.mdpi.com/2673-3951/5/1/21

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